# Actes du 18e CIMSG

#

18th International Conference on Soil Mechanics and Geotechnical Engineering

•
Download the **PROGRAM** of the 18th ICSMGE

•
Download **TABLE OF CONTENTS** and **AUTHORS INDEX**

•
Download **FULL DOCUMENT (without volume 6)** (~253Mo)

•
Download / Consult per **VOLUME**

Title | Authors | File |
---|---|---|

Foreword | ||

ISSMGE – The State of the Society (2009-2013) | Briaud J.-L. | |

8th Terzaghi Oration - Protecting society from landslides – the role of the geotechnical engineer | Lacasse S. | |

Bishop Lecture - Advanced laboratory testing in research and practice | Jardine R. J. | |

Ishihara Lecture - Soil–Foundation–Structure Systems Beyond Conventional Seismic Failure Thresholds | Gazetas G. | |

Kerisel Lecture - The role of Geotechnical Engineers in saving monuments and historic sites | Calabresi G. | |

McClelland Lecture - Analytical contributions to offshore geotechnical engineering | Randolph M. F. | |

Ménard Lecture - The pressuremeter test: Expanding its use | Briaud J.-L. | |

Rowe Lecture - The role of diffusion in environmental geotechnics | Shackelford C. | |

Schofield Lecture - Centrifuge modelling: expecting the unexpected | Bolton M. D. | |

Enjeux géotechniques pour la construction du métro automatique « Grand Paris Express » | Fluteaux V. | |

French Innovations in Geotechnics: the National Research Projects | Schlosser F., Plumelle C., Frank R., Puech A., Gonin H., Rocher-Lacoste F., Simon B., Bernardini C. | |

The new Bugis Station and associated tunnels for the Singapore MRT | Sim A. | |

General Report of TC 101 - Session I - Laboratory testing of geomaterials: Time effects and other peculiar observations | Ibraim E. | |

Engineering properties of an expansive soil | Azam S., Ito M., Chowdhury R. | |

Methods of determination of K0 in overconsolidated clay | Boháč J., Mašín D., Malát R., Novák V., Rott J. | |

Stress-path effects on the grading of an artificial material with crushable grains | Casini F., Leu J., Low B., Wanninger F., Zimmermann A., Zwicker P., Springman S.M., Viggiani G.M.B. | |

Characteristics of structure evolution of expansive soil and loess during loading and wetting | Chen Z. | |

Misconceptions about experimental substantiation of creep hypothesis A | Degago S.A., Grimstad G., Jostad H.P., Nordal S. | |

The relationship between swelling and shear strength properties of bentonites | Domitrovič D., Kovačević Zelić B. | |

Reappraisal of Surcharging to Reduce Secondary Compression | Feng T.W. | |

Size effects due to grain crushing in rockfill shear strength | Frossard E., Ovalle C., Dano C., Hicher P-Y., Maiolino S., Hu W. | |

Electro-osmotic consolidation: Laboratory tests and numerical simulation | Hu L., Wu H., Wen Q. | |

Creep characteristics of clay in one-dimensional compression with unloading/reloading cycles | Kawabe S., Tatsuoka F. | |

Comparison of the geotechnical properties of pumice sand from Japan and New Zealand | Kikkawa N., Pender M.J., Orense R.P. | |

Evaluation of Consolidation Behavior of Soils under Radial Drainage Condition Using Digital Image Analysis | Kim J.-Y., Chung C.-K., Cho N.-G., Yune C.-Y. | |

Mise au point d’un dispositif expérimental pour l’analyse du retrait-gonflement des sols argileux | Maison T., Laouafa F., Delalain P. | |

Residual shear strength behavior of swelling soils | Markou I.N. | |

Rational expression of time-dependent behavior from normally consolidated soil to naturally deposited soil | Nakai T., Shahin H.M., Kyokawa H. | |

Swelling quantification of overconsolidated soils at excavation base | Petit G., Virollet M., Bernard Ph. | |

Rate effects at varying strain levels in fine grained soils | Robinson S., Brown M.J. | |

Comparison of Stress-Strain Behaviour of Carbonate and Silicate Sediments | Safinus S., Hossain M.S., Randolph M.F. | |

A new test field in sulphide clay with test embankments for study of compression properties | Westerberg B., Andersson M. | |

Laboratory testing issues related to crushable sands | Wils L., Van Impe W.F., Haegeman W., Van Impe P.O. | |

Non-coaxial behaviour of sand in drained rotational shear | Yang L.-T., Yu H.-S., Wanatowski D., Li X. | |

Test study and constitutive modelling of the time-dependent stress-strain behavior of soils | Yin J.-H., Tong F. | |

Special Features of Creep of Clayey Soils | Zhakulin A.S., Zhakulina A.A., Orazaly E.E., Orazalin Z.Y. | |

General Report - Session II - Laboratory Testing of Geomaterials: Strength Properties and Treated Soil | Kim D.-S. | |

Triaxial testing of asphalt | Airey D., Prathapa R. | |

Bounding surface plasticity model parameters for Bagdad soils | Al-Farouk O., Al-Damluji S., Al-Shakarchi Y.J., Albusoda B.S. | |

The December 29th 2010 Xerolakka Municipal Solid Waste landfill failure | Athanasopoulos G., Vlachakis V., Zekkos D., Spiliotopoulos G. | |

Shear Strength and Deformation Modulus of Tailing Sands under High Pressures | Campaña J., Bard E., Verdugo R. | |

A Comparison Between the Shear Strength Measured with Direct Shear and Triaxial Devices on Undisturbed and Remolded Soils | Castellanos B.A., Brandon T.L. | |

Experimental analysis of the mechanical properties of artificially cemented soils and their evolution in time | Consoli N.C., Fonini A., Maghous S., Schnaid F., Viana da Fonseca A. | |

Influence of diatom microfossils on soil compressibility | Díaz-Rodríguez J.A., González-Rodríguez R. | |

Strength properties of densely compacted cement-mixed gravelly soil | Ezaoui A., Tatsuoka F., Furusawa S., Hirao K., Kataoka T. | |

Tensile Strength of Lightly Cemented Sand through Indentation Tests | Ge L., Yang K.-H. | |

Mechanisms During Formation of Ice Lenses and Suction in Freezing Soils | Herzog F., Boley C. | |

Small strain behavior of a lime-treated soil | Hibouche A., Taibi S., Fleureau J.-M., Herrier G. | |

A Key Parameter for Strength Control of Lightweight Cemented Clays | Horpibulsuk S., Suddeepong A., Chinkulkijniwat A. | |

Some notes concerning the dry density testing standards | Imre E., Lőrincz J., Gerendai E, Szalkai R, Lins Y., Schanz T. | |

Interpretation of stress-dependent mechanical behaviour of rockfill materials | Jannati Aghdam R., Soroush A. | |

Effects of Freeze-Thaw History on Deformation-Strength Properties and Permeability of Fine-Grained Soil | Kawaguchi T., Nakamura D., Yamashita S., Yamasaki S., Ishikawa T. | |

Characterization of geomechanical and hydraulic properties of non-wettable sands | Kim D., Yang H.-J., Yun T.S., Kim B., Kato S., Park S.-W. | |

The strength change characteristics of weathering soil due to repeat freezing-thawing and drying-wetting | Kim Y.S., Seong J.H., Kim S.S | |

Soil structure in gravel-mixed sand specimen and its influence on mechanical behavior | Kodaka T., Cui Y., Mori S., Kanematsu Y., Lee K.-T. | |

The expansive properties of Poland’s clay subsoil | Kumor M. K. | |

Behaviour for Granular Materials | K Lee J., Park D., Kyung D., Lee D. | |

Duncan-Chang - Parameters for Hyperbolic Stress Strain Behaviour of Soft Bangkok Clay | Likitlersuang S., Surarak C., Balasubramania A., Oh E., Syeung Ryull K,. Wanatowski D. | |

Laboratory investigation of seismic effects of nanoparticle dispersions in saturated granular media | Luke B., Werkema D., Andersen S. | |

The SCS Double Hydrometer Test in dispersive soil identification | Maharaj A., Paige-Green P. | |

Correlation between deflections measurements on flexible pavements obtained under static and dynamic load techniques | Murillo Feo C.A., Bejarano Urrego L.E. | |

Comparison of permeability testing methods | Nagy L., Takács A., Huszák T., Mahler A., Varga G. | |

Oscillation of Acceleration Accompanying Shear Band and Subsequent Time-Dependent Behavior in Overconsolidated Clay under Undrained Plane-Strain Conditions | Noda T., Xu B. | |

Behavior of fine-grained soils compacted with high shear stresses | Perez N., Garnica P., Mendoza I., Reyes M.A | |

Influence of Minerals on the Elastic Behaviour of Cohesive Soil | Sarma D., Sarma M.D. | |

Experimental Analysis on the Influence of Surcharge Filters on Safety Against Hydraulic Heave | Schober P., Boley C. | |

Coupled THM mechanical model for porous materials under freezing condition | Shin H., Ahn J.-H., Kim Y.-T., Lee S.-R. | |

Correlation between drained shear strength and plasticity index of undisturbed overconsolidated clays | Sorensen K.K., Okkels N. | |

Mechanisms of binder interactions and their role in strengthening Kuttanad clay | Suganya K., Sivapullaiah P.V. | |

Hardening process of clayey soils with high water content due to thixotropy effect | Tanaka H., Seng S. | |

Comparative study of long-term consolidation for subsoils under Kansai Airport and Pisa Tower | Watabe Y., Sassa S., Udaka K. | |

Settlement and shear strength of uncemented coal mine overburden materials placed loose under dry and wet conditions | Williams D.J., Kho A.K. | |

Anisotropic strength ratio and plasticity index of natural clays | Won J.Y. | |

Hydraulic Heave in Cohesive Soils | Wudtke R.-B., Witt K.J. | |

Evaluation of sample disturbance due to the exsolution of dissolved gas in the pore water of deep lake bottom sediments | Yamashita S., Miura R., Kataoka S. | |

Fabric and critical state of granular materials | Yan W.M., Zhang L. | |

Study on New Method of Accelerated Clay Creep Characteristics Test | Ye Y., Zhang Q., Cai D., Chen F., Yao J., Wang L. | |

Constitutive model and simulation of non-segregation freezing and thawing in soils | Zhang Y., Michalowski R.L. | |

General Report for TC102 In-Situ Testing | Giacheti H.L., Cunha R.P. | |

Challenging Problems of Gypseous Soils in Iraq | Al-Saoudi N.K.S., Al-Khafaji A.N., Al-Mosawi M.J. | |

Site characterization by seismic dilatometer (SDMT): the Justice Court of Chieti | Amoroso S., Totani F., Totani G. | |

Obtaining the Ménard a Rheological Factor in a Pressiorama® Diagram | Baud J.-P., Gambin M. | |

Stress-Strain Hyperbolic Curves Obtained With a Selfboring Ménard PMT | Baud J.-P., Gambin M., Schlosser F. | |

Quality control of Cutter Soil Mixing (CSM) technology – a case study | Bellato D., Simonini P., Grisolia M., Leder E., Marzano I.P. | |

Dynamic measurements of the penetration test – Determination of the tip’s dynamic load-penetration curve | Benz M.A., Escobar E., Gourvès R., Haddani Y., Breul P., Bacconnet C. | |

Performance of a deep excavation in downtown Toronto | Cao L.F., Peaker S.M., Ahmad S. | |

Permeability scale effect in sandy aquifers: a few case studies | Chapuis R.P. | |

A Study of Cuttability Indices for Tunnel Penetration | Chen L.-H., Chen Y.-C., Chen W.-C., Liu H.-W. | |

Survey results of damaged areas in flood disaster of typhoon Morakot and suggestions for restoration projects | Chou J.C., Huang C.R., Shou K.J. | |

Stability of chilean’s tailings dams with the Panda® penetrometer. Experiences of the last 10th | Espinace R., Villavicencio G., Palma J., Breul P., Bacconnet C., Benz M.A., Gourvès R. | |

Site Sampling: Assessing Residual Uncertainty | Fenton G.A., Hicks M.A. | |

Multi-Sleeve Axial-Torsional-Piezo Friction Penetration System for Subsurface Characterization | Frost J. D., Martinez A. | |

Hydraulic Properties of Glacial Deposits Based on Large Scale Site Investigation | Galaa A., Manzari M., Hamilton B. | |

The seismic SPT test in a tropical soil and the G0/N ratio | Giacheti H.L., Pedrini R.A.A., B.P. Rocha B.P. | |

Compressibility Parameters of Cohesive Soils From Piezocone | Hamza M., Shahien M. | |

Behaviour of soil foundation improved by rigid columns, supporting a wind turbine | Haza-Rozier E., Vinceslas G., Le Kouby A., Crochemore O. | |

Seismic Response of Superstructure on Soft Soil Considering Soil-Pile-Structure Interaction | Hokmabadi A.S., Fatahi B., Samali B. | |

Applicability of the RNK-method for geotechnical 3D-modelling in soft rocks | Ivšić T., Ortolan Ž., Kavur B. | |

A new probe for measuring the pressuremeter limit pressure of soils without extrapolation | Jacquard C., Rispal M., Puech A., Geisler J., Durand F., Cour F., Burlon S., Reiffsteck P. | |

Long-term Deformation of the Reclaimed Pleistocene Foundation of the Offshore Twin Airport | Jeon B.G., Mimura M. | |

Assessment of Scour Potential of a Circular Pier in Silty Sand Using ISEEP | Kayser M., Gabr M. | |

Practical Reviews on CO Sequestration in Korean Sedimentary Basins and Geophysical Responses of CO -injected Sediments | Kim A.R., Cho G.C., Kwon T.H., Chang I.H. | |

Using Multi-scale Sediment Monitoring Techniques to Evaluate Remediation Effectiveness of the Tsengwen Reservoir Watershed after Sediment Disasters Induced by Typhoon Morakot | Lin B.-S., Ho H.-C., Hsiao C.-Y., Keck J., Chen C.-Y., Chi S.-Y., Chien Y.-D., Tsai M.-F. | |

Practice and development of the piezocone penetration test (CPTu) in geotechnical engineering of China | Liu S., Cai G., Du Y., Puppala A.J. | |

The use of hydro test results for design of steel tanks on stone column improved ground - a case history | Matešić L., Mihaljević I., Grget G., Kvasnička P. | |

Interrelationship between deformation moduli from CPTU and SDMT tests for overconsolidated soils | Młynarek Z., Gogolik S., Sanglerat G. | |

The Geomechameter test, a new in-situ apparatus adapted to the measurement of the hydro-mechanical characteristics of the soil | Monnet J. | |

Analytical approach for determining soil shear strength parameters from CPT and CPTu data | Motaghedi H., Eslami A., Shakeran M. | |

Use of penetration testing for determination of soil properties in earth dam | Mulabdic M. | |

Diagnosis of earth-fills and reliability-based design | Nishimura S., Shuku T., Suzuki M. | |

Correlation between cone penetration rate and measured cone penetration parameters in silty soils | Poulsen R., Nielsen B.N., Ibsen L.B. | |

Sampling method and pore water pressure measurement in the great depth (-400m) | Rito F., Emura T. | |

Soils sensibility classification method from piezocone data | Serratrice J.-F. | |

Correction of soil design parameters for the calculation of the foundation based on the results of barrettes static load test | Shulyatiev O., Dzagov A., Bokov I., Shuliatev S. | |

Characterization and Settlement Modeling of Deep Inert Debris Fills | Somasundaram S., Khilnani K., Shenthan T., Irvine J. | |

Site Characterization for the HZM Immersed Tunnel | Steenfelt J.S., Yding S., Rosborg A., Hansen J.G., Yu R. | |

Controversial and Contradictory Evaluations in Analyses of Ground Vibrations from Pile Driving | Svinkin M.R. | |

CPT/PCPT- Based Organic Material Profiling | Tümay M.T., Hatipkarasulu Y., Marx E.R., Cotton B. | |

Geotechnical Challenge for Total Cost Reduction related to Construction of Connecting Bridge with Pile Foundations | Yasufuku N., Ochiai H., Maeda Y. | |

Dynamic CBR as a method of embankment compaction assessment | Zabielska-Adamska K., Sulewska M.J. | |

General Report of TC103 Numerical Methods | Chau K.T. | |

Equivalent pier theory for piled raft design | Balakumar V., Huang M., Oh E., Balasubramaniam A.S. | |

Interprétation d’essais d’extraction de renforcements métalliques haute adhérence dans un massif en Terre Armée® soumis à un chargement dynamique cyclique | Bennani Y., Soyez L., Freitag N. | |

On non-coaxial stress-dilatancy theories | Biru A., Benz T. | |

On the geometry of plastic potential surfaces and isochoric stress paths | Biru A., Benz T., Nordal S. | |

Numerical modelling of soil-pile interaction and evaluation of dynamic impedances | Breugnot A., Allagnat D., Baguelin F., Schlosser F., Osmani E., Servant C. | |

Validation of geotechnical finite element analysis | Brinkgreve R.B.J., Engin E. | |

Evaluation of the efficiency of different ground improvement techniques | Bryson S., El Naggar H. | |

Large deformation and post-failure simulations of segmental retaining walls using mesh-free method (SPH) | Bui H.H., Kodikara J.A, Pathegama R., Bouazza A., Haque A. | |

Comparative Study on EQWEAP Analysis with 2D/3D FE Solutions | Chang D.-W., Wang Y.-C., Wu W.-L., Chin C.-T. | |

Large-Scale Geotechnical Finite Element Analysis on Desktop PCs | Chaudhary K.B., Phoon K.K., Toh K.C. | |

Calibration of a modified hardening soil model for kakiritic rocks | Dong W., Anagnostou G. | |

Numerical investigations of shear strain localization in an elasto-plastic Cosserat material | Ebrahimian B., Noorzad A. | |

Effect of Excavation-induced Movements on Adjacent Piles | Elkady T. | |

Finite Element Modelling of D-wall Supported Excavations | Everaars M.J.C., Peters M.G.J.M. | |

3D simulation of overtopping erosion on embankments by shallow-water approximation | Fujisawa K., Murakami A. | |

Numerical Investigations on Vibratory Sheet Piling in Embankments using a Multi-Phase Material | Hamann T., Grabe J. | |

Combined computational-experimental Laboratory Testing for Soil Behavior Modeling | Hashash Y.M.A., Asmar R., Moon S. | |

Numerical analysis on prediction for residual deformation of earth structure using rigid plastic dynamic deformation analysis | Hoshina T., Isobe K. | |

Undrained bearing capacity of spatially random clays by finite elements and limit analysis | Huang J., Lyamin A.V., Griffiths D.V., Sloan S.W., Krabbenhoft K., Fenton G.A. | |

On the use of waste rock inclusions to improve the performance of tailings impoundments | James M., Aubertin M., Bussière B. | |

Numerical modelling and control of seawater intrusion in coastal aquifers | Javadi A.A., Hussain M.S., Abd-Elhamid H.F., Sherif M.M. | |

Computer Simulation of Levee’s Erosion and Overtopping | Kamalzare M., Zimmie T.F., Han T.S., McMullan M., Cutler B., Franklin W.R. | |

Using 3D numerical solutions for the simplified modelling of interaction of soil and elongated structures | Kholmyansky M.L., Sheynin V.I. | |

3D Dynamic Numerical Modeling for Soil-Pile-Structure Interaction in Centrifuge Tests | Kwon S.-Y., Kim M.-M., Kim S.-H., Choi J.-I | |

Two methods for estimating excess pore pressure in LEM | Lehtonen V., Länsivaara T. | |

Comparison of 3D Finite Element Slopes Stability with 3D Limit Equilibrium Analysis | Lu H.H., Xu L.M., Fredlund M.D., Fredlund D.G. | |

Modelling of soil-structure interaction for seismic analyses of the Izmit Bay Bridge | Lyngs J. H., Kasper T., Bertelsen K.S. | |

Numerical Analysis of a Tunnel Intersection | Mayoral J.M., Román-de la Sancha A., Osorio L., Martínez S. | |

Numerical Evaluation of the Behavior of Reinforced Soil Retaining Walls | Mirmoradi S.H., Ehrlich M. | |

Application of Genetic Algorithms with Hill Climbing Procedure to a Constitutive Model for Hard Soils and Soft Rocks | Pereira C., Caldeira L., Maranha das Neves E., Cardoso R. | |

Analytically and experimentally based resistance factors for “full-flow” penetrometers | Pinkert S., Klar A. | |

Analysis of ettringite attack to stabilized railway bases and embankments | Ramon A., Alonso E.E. | |

The influence of buildings and ground stratification on tunnel lining loads using finite element method | Rezaei A.H., Katebi H., Hajialilue-Bonab M., Hosseini B. | |

Numerical Investigation of The Mobilization of Active Earth Pressure on Retaining Walls | Sadrekarimi A., Damavandinejad Monfared S. | |

Artificial intelligence for modeling load-settlement response of axially loaded (steel) driven piles | Shahin M.A. | |

A visco-elasto-plastic multi-surface cyclic model | Siddiquee, S.A., Islam K. | |

The design and construction of temporary works for Limerick Immersed Tube Tunnel | Smith A.K.C., Thorup O., Hudson J. | |

The application of the Iwan soil model on a deep excavation | Sokolić I., Szavits-Nossan A. | |

Numerical modelling of desiccation crack induced permeability | Stirling R.A., Davie C.T., Glendinning S. | |

The tip resistance in layered soils during static penetration | Sturm H. | |

Measured and Simulated Interactions between Kenaf Geogrid Limited Life Geosynthetics (LLGs) and Silty Sand Backfill | Tanchaisawat T., Bergado D.T., Artidteang S. | |

Interaction between structures and compressible subsoils considered in light of soil mechanics and structural mechanics | Ulitsky V.M., Shashkin A.G., Shashkin K.G., Vasenin V.A., Lisyuk M.B., Dashko R.E. | |

Rapid Drawdown Analysis using Strength Reduction | VandenBerge D.R., Duncan J.M., Brandon T.L. | |

Validation of computational liquefaction in plane strain | Wanatowski D., Shuttle D.A., Jefferies M.G. | |

Analysis of Ultimate Bearing Capacity of Single Pile Using the Artificial Neural Networks Approach - A Case Study | Wardani S.P.R., Surjandari N.S., Jajaputra A.A. | |

Simulation of Delayed Failure in Naturally Deposited Clay Ground by Soil-water Coupled Finite Deformation Analysis Taking Inertial Forces into Consideration | Yamada S., Noda T. | |

An elastic-viscous-plastic modeling of time-dependent behaviors of overconsolidated clays | Yao Y.P., Kong L.M. | |

Failure Modes for Geosynthetic Reinforced Column Supported (GRCS) | Yapage N.N.S., Liyanapathirana D.S., Leo C.J. | |

The Material Point Method: A promising computational tool in Geotechnics | Yerro A., Alonso E., Pinyol N. | |

Development of excess pore-water pressure in thawing process of frozen subgrade soils: Based on analytical solutions and finite element method. | Yesuf G.Y., Hoff I., Vaslestad J. | |

Prediction of stress and strain for the seabed and production well during methane hydrate exploitation in turbidite reservoir | Yoneda J. | |

General Report for TC104 - Physical Modelling in Geotechnics | White D.J., Gaudin C., Take W.A. | |

Centrifuge model tests on foundation on geosynthetic reinforced slope | Aklik P., Wu W. | |

Loading behaviour of flexible raft foundations in full scale and centrifuge models | Arnold A., Laue J. | |

Investigation on the dynamic properties of saturated sand-tire chips mixture by shaking table | Bahadori H., Manafi S. | |

The influence of the g-level for anchor tests in sand | Bezuijen A., Zwaan R., Lottum van H. | |

An experimental study on the consolidation of soft clayey soils using electrochemical methods | Cardoso R., Nogueira Santos J. | |

Variation of Friction Angle and Dilatancy For Anisotropic Cohesionless Soils | Cinicioglu O., Abadkon A., Altunbas A., Abzal M. | |

Centrifuge Modeling of Seismic Soil-Structure-Interaction and Lateral Earth Pressures for Large Near-Surface Underground Structures | Dashti S., Hushmand A., Ghayoomi M., McCartney J.S., Zhang M., Hushmand B., Mokarram N., Bastani A., Davis C., Lee Y., Hu J. | |

Evaluation of Seismic Earth Pressure Reduction using EPS Geofoam | Dave T.N., Dasaka S.M., Khan N., Murali Krishna A. | |

Analysis of an adaptive foundation system for embankments on soft soils by means of physical and numerical modelling | Detert O., Alexiew D., Schanz T., König D. | |

Reliability analysis of empirical predictive models for earthquake-induced sliding displacements of slopes | Fotopoulou S., Pitilakis K. | |

Development of pore water pressure around a stone column | Gautray J., Laue J., Springman S.M., Almeida M. | |

Large scale 1-g shake table model test on the response of a stiff pile group to liquefaction induced lateral spreading | Haeri S.M., Kavand A., Asefzadeh A., Rahmani I. | |

Dynamic centrifugal model test for unsaturated embankments considering seepage flow and the numerical analysis | Higo Y., Oka F., Kimoto S., Kinugawa T., Lee C.-W., Doi T. | |

Development of a three-dimensional small scale model to simulate soil improvement by rigid piles | Houda M., Jenck O., Emeriault F., Briançon L., Gotteland Ph. | |

Full-scale field validation of innovative dike monitoring systems | Koelewijn A.R., Vries (de) G., Lottum van H. | |

Physical modeling of the vibration mitigation by an isolating screen | Masoumi H., Vanhonacker P. | |

The Drained Strength of Soft Clays with Partially Penetrating Sand Columns at Different Area Replacement Ratios | Najjar S., Sadek S., Bou Lattouf H. | |

Physical modeling of arch action in undercut slopes with actual engineering practice to Mae Moh open-pit mine of Thailand | Pipatpongsa T., Khosravi M.H., Takemura J. | |

Critical State Modelling of Soil-Structure Interface for Advanced Design | Sarma D., Sarma M.D | |

A Study on the Influence of Ground Water Level on Foundation Settlement in Cohesionless Soil | Shahriar M.A., Sivakugan N., Urquhart A., Tapiolas M., Das B.M. | |

Water injection aided pile jacking centrifuge experiments in sand | Shepley P., Bolton M.D. | |

Shear Behaviour of Rock Joints under CNS Boundary Conditions | Shrivastava A.K., Rao K.S. | |

Experimental study on compaction grouting method for liquefiable soil using centrifuge test and X-ray tomography | Takano D., Morikawa Y., Nishimura S., Takehana K. | |

A model study of strains under footings supported by floating and end-bearing granular columns | Tekin M., Ergun M.U. | |

Physical modelling of blocking phenomenon, by injection of a clogging product, of water flow through soils | Truong Q.Q., Dupla J.-C., Canou J., Chevalier C., Chopin M., Fry J.J. | |

Hydraulic conductivity and small-strain stiffness of a cement-bentonite sample exposed to sulphates | Verástegui-Flores R.D., Di Emidio G., Bezuijen A. | |

Centrifuge modelling of bored piles in sands | Williamson M.G., Elshafie M.Z.E.B., Mair R.J. | |

Stability and performance of ground improvement using geocell mattresses under extreme weather | Xu Y., Wang J.P. | |

General Report of TC 105 - Geomechanics through the scales | Viggiani G. | |

Grain-scale experimental investigation of shear banding in sand | Andò E., Desrues J., Bésuelle P., Viggiani G., Hall S. | |

Modelling crushing of granular materials as a poly-disperse mixture | Caicedo B., Ocampo M., Vallejo L. | |

Behaviour of a compacted silty sand under constant water content shearing | Heitor A., Rujikiatkamjorn C., Indraratna B. | |

Shear Strength and Deformation of Methane Hydrate Bearing Sand with Fines | Hyodo M., Yoshimoto N., Kato A., Yoneda J. | |

A Simplified Contact Model for Sandy Grains Cemented with Methane Hydrate | Jiang M., Liu F., Zhu F., Xiao Y. | |

Macro- and micro-FE modelling of wellbore damage due to drilling and coring processes | Khoa H.D.V., Grande L., Jostad H.P. | |

Three dimensional discrete element simulation of trapdoor unloading and gravity flow of sandy granular material | Kikkawa N., Itoh K., Toyosawa Y., Pender M.J., Orense R.P. | |

Microstructural changes leading to chemically enhanced drainage | Minder P., Puzrin A.M. | |

Discrete Element Method Study of Shear Wave Propagation in Granular Soil | Ning Z., Evans T.M. | |

Microscopic observation on compacted sandy soil using micro-focus X-ray CT | Otani J., Mukunoki T., Takano D., Chevalier B. | |

Study of relative permeability variation during unsteady flow in saturated reservoir rock using Lattice Boltzmann method | Pak A., Sheikh B. | |

Uniform effective stress equation for soil mechanics | Shao L.-T., Liu G., Guo X.-X. | |

Particulate Modeling of Sand Slurry Flow Retardation | Tomac I., Gutierrez M. | |

A Coupled Analysis of Fluid-Particle Interactions in Granular Soils | Zhao J., Shan T. | |

Experimental study of resilient modulus of unsaturated soil at different temperatures | Zhou C., Ng C.W.W. | |

General Report of TC 106 - Unsaturated soils | Jommi C. | |

A simple approach for predicting vertical movements of expansive soils using the mechanics of unsaturated soils | Adem H.H., Vanapalli S.K. | |

Impact of the hygrometry on the swelling soil cracking | Auvray R., Rosin-Paumier S., Abdallah A., Masrouri F. | |

One-dimensional cracking model in clayey soils | Ávila G., Ledesma A., Lloret A. | |

Experimental Study on Effect of Initial Moisture Content on Compressive Property of Compacted Loess Like Silt | Bai X., Yang J., Ma F. | |

Evolution of microstructure during desiccation of oil sands mature fine tailings | Bajwa T, Simms P. | |

Evaluation of void ratio and elastic modulus of unsaturated soil using elastic waves | Byun Y.H., Lee J.S., Cho S.H., Yoon H.K. | |

Evaluation Curves SWCC for Tropical Peruvian Soils | Carrillo-Gil A., Carrillo-Acevedo A. | |

Finite element analysis of embankments in fine compacted soils | Droniuc N. | |

Behavior of swelling soil under cyclic wetting and drying | Ejjaaouani H., Shakhirev V., Magnan J.-P., Bensallam S. | |

Numerical study of damage in unsaturated bentonite with θ-stock finite element code | Fathalikhani M., Gatmiri B. | |

Combination of Shrinkage Curve and Soil-Water Characteristic Curves for Soils that Undergo Volume Change as Soil Suction is Increased | Fredlund D.G., Zhang F. | |

Small-strain shear modulus and shear strength of an unsaturated clayey sand | Georgetti G.B., Vilar O.M., Rodrigues R.A. | |

Study of the stability of unsaturated slopes under the effects of infiltration taking into account the vegetation | Hemmati S., Modaressi A. | |

Rainfall-induced collapse of old railway embankments in Norway | Heyerdahl H., Høydal Ø., Nadim F., Kalsnes B.G., Børsting T. | |

Dynamic shear modulus and damping of compacted silty sand via suction-controlled resonant column testing | Hoyos L.R., Cruz J.A., Puppala A.J., Douglas W.A., Suescún E.A. | |

Expression of mechanical characteristics in compacted soil with soil/water/air coupled F.E. simulation | Kawai K., Iizuka A., Kanazawa S. | |

A Geotechnical Countermeasure for Combating Desertification | Liu Q., Yasufuku N. | |

Extension of measurement range of dew-point potentiometer and evaporation method | Maček M., Smolar J., Petkovšek A. | |

Field capacity and moisture loss during active deposition on Tailings Dams | MacRobert C. | |

Effet du retrait du sol sur une maison expérimentale | Makki L., Bourgeois E., Burlon S., Magnan J.-P., Duc M. | |

Hydro-mechanical properties of lime-treated London Clay | Mavroulidou M., Zhang X., Kichou Z., Gunn M.J. | |

Influence of initial water content on the water retention behaviour of a sandy clay soil | Mendes J., Toll D.G. | |

Climate Change Effects on Expansive Soil Movements | Mitchell P.W. | |

Study on mechanism of two-phase flow in porous media using X-ray CT Image Analysis | Mukunoki T., Mikami K. | |

Soil suction induced by grass and tree in an atmospheric-controlled plant room | Ng C.W.W., Leung A.K., Garg A., Woon K.X., Chu L.M., Hau B.C.H. | |

Application of micro-porous membrane technology for measurement of soil-water characteristic curve | Nishimura T. | |

Determination of soil-water retention curve for a young residual soil using a small centrifuge | Reis R.M., Saboya F., Tibana S., Marciano C.R., Ribeiro A.B., Sterck W.N., Avanzi E.D. | |

Interpretation of the Effect of Compaction on the Mechanical Behavior of Embankment Materials Based on the Soil Skeleton Structure Concept | Sakai T., Nakano M. | |

Mechanisms of Strength Loss during Wetting and Drying of Pierre Shale | Schaefer V.R., Birchmier M.A. | |

Effect of confining stress on the transient hydration of unsaturated GCLs | Siemens G.A., Take W.A., Rowe R.K., Brachman R. | |

Soil chart, new evaluation method of the swelling-shrinkage potential, applied to the Bahlui’s clay stabilized with cement | Stanciu A., Aniculaesi M., Lungu I. | |

Measurement of Unsaturated Ground Hydraulic Properties using a Dynamic State Soil Moisture Distribution Model | Sugii T., Yamada K., Asano N., Yamada Y. | |

New devices for water content measurement | Toll D.G., Hassan A.A., King J.M., Asquith J.D. | |

A simplified model for collapse using suction controlled tests | Vázquez M., Justo de J.L., Durand P. | |

Critical State for Unsaturated Soils and Steady State of Thermodynamic Process | Zhao C.G., Li J., Cai G.Q., Liu Y. | |

General Report TC202 - Transportation Geotechnics | Indraratna B., Correia A. | |

Five years of Impact Compaction in Europe – successful implementation of an innovative compaction technique based on fundamental research and field experiments | Adam D., Paulmichl I., Adam C., Falkner F.-J. | |

Development of a non-linear ballasted railway track model | Alves Fernandes V., Costa d’Aguiar S., Lopez-Caballero F. | |

LGV EST section 41 : measured and calculated settlements under embankments | Boutonnier L., Hajouai F., Bacar Fadhuli N., Gandille D. | |

Recent developments in pavement foundation design | Brown S.F., Thom N.H. | |

Deformation Performance and Stability Control of Multi-stage Embankments in Ireland | Buggy F.J. | |

Railways platforms reinforced by soil-mixing columns without track removing | Calon N., Robinet A., Costa d’Aguiar S., Briançon L., Cojean C., Mosser J.-F. | |

Analysis of the influence of soft soil depth on the subgrade capacity for flexible pavements | Carvajal E., Romana M. | |

The Use of Jet Grouting to Enhance Stability of Bermed Excavation | Cheuk J.C.Y., Lai A.W.L., Cheung C.K.W., Man V.K.W., So A.K.O. | |

The geotechnical analysis corresponding to the high road embankments close to a bridge | Chirica A., Vintila D., Tenea D. | |

Applicability of the Geogauge, P-FWD and DCP for compaction control | Conde M.C., Lopes M.G., Caldeira L., Bilé Serra J. | |

Equilibrium models for arching in basal reinforced piled embankments | Eekelen van S.J.M., Bezuijen A. | |

Consideration of Overconsolidation in slopes stability | Guerpillon Y., Virollet M. | |

Effects of ballast thickness and tie-tamper repair on settlement characteristics of railway ballasted tracks | Hayano K., Ishii K., Muramoto K. | |

Load transfer mechanisms in geotextile-reinforced embankments overlying voids: experimental and numerical approaches | Huckert A., Garcin P., Villard P., Briançon L., Auray G. | |

Performance Assessment of Synthetic Shock Mats and Grids in the Improvement of Ballasted Tracks | Indraratna B., Nimbalkar S., Rujikiatkamjorn C., Neville T., Christie D. | |

Effect Evaluation of Freeze-Thaw on Deformation-Strength Properties of Granular Base Course Material in Pavement | Ishikawa T., Zhang Y., Kawabata S., Kameyama S., Tokoro T., Ono T. | |

Long-term performance of preloaded road embankment | Islam M.N., Gnanendran C.T., Sivakumar S.T., Karim M.R. | |

Probabilistic Settlement Analysis For The Botlek Lifting Bridge Design | Jacobse J.A., Nehal R.S., Rijneveld B., Bouwmeester D. | |

Ground improvement methods for the construction of the federal road B 176 on a new elevated dump in the brown coal region of MIBRAG | Kirstein J.F., Ahner C., Uhlemann S., Uhlich P., Röder K. | |

Model tests on settlement behaviour of ballasts subjected to sand intrusion and tie tamping application | Kumara J., Hayano K. | |

Assessing the Effectiveness of Rolling Dynamic Compaction | Kuo Y.L., Jaksa M.B., Scott B.T., Bradley A.C., Power C.N., Crisp A.C., Jiang J.H. | |

Determination of distribution of modulus of subgrade reaction | Larkela A., Mengelt M., Stapelfeldt T. | |

Stability improvement methods for soft clays in a railway environment | Mansikkamäki J., Länsivaara T. | |

Effect of wetting- drying cycles on CBR values of silty subgrade soil of Karaj railway | Moayed R.Z., Lahiji B.P., Daghigh Y. | |

On the Permanent Deformation Behavior of Rail Road Pond Ash Subgrade | Mohanty B., Chandra S. | |

Evaluation of the Performance of Road Embankments over North Jakarta-Soft Soils | Murjanto D., Rahadian H., Hendarto, Taufik R. | |

Retrofit Technique for Asphalt Concrete Pavements after seismic damage | Ohta H., Ishigaki T., Tatta N. | |

Simultaneous interpretation of CPT/DMT tests to ground characterisation | Rabarijoely S., Garbulewski K. | |

3D numerical modeling of a foundation system of a building complex | Reynaud S., Allagnat D., Mazaré B., Julien T. | |

Elevated Viaduct behavior of Metro Line 12 Mexico City in the nearness of the Santa Catarina | Rodríguez G.L.B., Soria C.B. | |

Influence of installation damage on the tensile strength of asphalt reinforcement products | Sakou Touole L., Thesseling B. | |

Influence of Anti-freezing layer on the Frost Penetration Depth for Paved Road Design | Shin E.C., Cho G.T., Lee J.S. | |

Evaluation of roadbed potential damage induced by swelling/shrinkage of the subgrade | Simic D. | |

The performance of shale as fill and embankment material for a trunk road in Ghana | Solomon K.M., Oddei J.K., Gawu S.K. | |

Influence of Mechanical Indices for Soil Basement on Strength of Road Structure | Teltayev B. | |

Design and performance of a jet grout retaining wall in a railway embankment on soft soil | Verstraelen J., Maekelberg W., Lejeune C., De Clercq E., De Vos L. | |

Laboratory characterization and model calibration of a cemented aggregate for application in transportation infrastructures | Viana da Fonseca A., Rios S., Domingues A.M., Silva A., Fortunato E. | |

Special Aspects for Building a Motorway on a 185 m Deep Dump | Vogt N., Heyer D., Birle E., Vogt S., Dahmen D., Karcher C., Vinzelberg G., Eidam F. | |

Performance verification of a geogrid mechanically stabilised layer | Wayne M., Fraser I., Reall B., Kwon J. | |

Characterization of Soil-Geosynthetic Interaction under Small Displacements Conditions | Zornberg J.G., Roodi G.H., Ferreira J., Gupta R. | |

1st General Report for TC 203: Seismic response of soils, foundations and geotechnical structures | Semblat J.-F. | |

2nd General Report for TC 203: Experimental characterization and analysis of soil behaviour under earthquake loads | Silvestri F. | |

Analytical study of seismic slope behavior in a large-scale shaking table model test using FEM and MPM | Abe K., Izawa J., Nakamura H., Kawai T., Nakamura S. | |

Degradation of clay due to cyclic loadings and deformations | Åhnberg H., Larsson R., Holmén M. | |

The effect of fines type on correlation between shear wave velocity and liquefaction resistance of sand containing fines | Akbari-Paydar N., Ahmadi M.M. | |

Dependency of nonuniform ground surface liquefaction damage on organization and slope of deep strata | Asaoka A., Nakai K. | |

Seismic slope stability of earthen levees | Athanasopoulos-Zekkos A., Seed R.B. | |

3D Numerical Analysis of a Suspension Bridge Anchor Block to Oblique-Slip Fault Movement | Avar B.B., Augustesen A.H., Kasper T., Steenfelt J.S. | |

Seismic site effects in the city of Mendoza and surroundings (Argentina) | Barchiesi A.M., Mancipe-Herrera C. | |

Liquefaction impact revisited | Barends F.B.J., Meijers P., Schenkeveld F.M., Weijers J.B.A. | |

An experimental approach to evaluate shear modulus and damping ratio of granular material | Bolouri Bazaz J., Bolouri Bazaz H.R. | |

Behavior of a multi-story building under seismic loads when taking into account the viscoplasticity of the soil base | Boyko I.P., Sakharov O.S., Sakharov V.O. | |

Towards seismic metamaterials | Brûlé S., Javelaud E., Guenneau S., Enoch S. | |

Possibilities and limitations of the Prevost model for the modelling of cohesionless soil cyclic behaviour | Cerfontaine B., Charlier R., Collin F. | |

On Seismic Performance and Load Capacities for Pile Design | Chang D.-W., Sung S.-H., Lee S.-M., Zhussupbekov A., Erlan Saparbek E. | |

Challenges to the laboratory evaluation of field liquefaction resistance | Coelho P.A.L.F., Azeiteiro R.J.N., Marques V.D., Santos L.M.A., Taborda D.M.G. | |

Liquefaction Susceptibility of Loose Calcareous Sand of Northern Coast in Egypt | Elmamlouk H., Salem M., Agaiby S.S. | |

Seismic bearing capacity of strip footings near cohesive slopes using lower bound limit analysis | Farzaneh O., Mofidi J., Askari F. | |

Risk minimisation in construction of upstream tailings storage facilities based on in-situ testing | Fourie A B., Palma J H., Villavicencio G., Espinace R. | |

Dynamic soil-pile behavior in liquefiable sand overlaid with soft clay | Ghotbi S.M.A., Olyaei M., Yasrebi S.S., Mosallanejad M. | |

Correlations between the shear wave velocity profile and the response spectrum based on SASW tests | Gonzalez L., Pinilla C., Peredo V., Boroschek R. | |

Methodological approach for the stability analysis of the Po river banks | Gottardi G., Madiai C., Marchi M., Tonni L., Vannucchi G. | |

Effect of Soil Plugging on Axial Capacity of Open-Ended Pipe Piles in Sands | Gudavalli S.R., Safaqah O., Seo H. | |

Strain Response Envelopes for low cycle loading processes | Hettler A., Danne St. | |

Development of Map of Maximum Considered Earthquake Geometric Mean (MCE ) PGA for Earthquake Resistance Building Design in Indonesia | Irsyam M., Asrurifak M., Ridwan M., Aldiamar F., Wayan Sengara I., Widiyantoro S., Triyoso W., Hilman D., Kertapati E., Meilano I., Suhardjono, Hendri | |

Study on long-term subsidence of soft clay due to 2007 Niigata Prefecture Chuetsu-Oki Earthquake | Isobe K., Ohtsuka S. | |

Effect of stress anisotropy on cyclic behavior of dense sand with dynamic hollow cylinder apparatus | Jafarzadeh F., Zamanian M. | |

Impact of blast vibrations on the release of quick clay slides | Johansson J., Løvholt F., Andersen K.H., Madshus C., Aabøe R. | |

Dynamic calculation for the dry closure of Almagrera tailings dam | Justo de J.L., Morales-Esteban A., Durand P., Vázquez-Boza M., Jiménez F.A., Rossi E. | |

Recent developments in procedures for estimation of liquefaction potential of soils | Katzenbach R., Clauss F., Rochée S. | |

Applying Earthquake Risk Analysis Methods to a Town in Hungary | Kegyes-Brassai O., Ray R.P. | |

Ensuring Stability of Boards of Deep Ditches in Seismic Regions | Khomyakov V.A. | |

Mixed Module Columns® under static and dynamic load – Experimental study. | Lambert S., Santruckova H., Foray P., Flavigny E., Gotteland Ph. | |

Valuation of liquefaction mitigation by stone columns | Lambert S. | |

Normalized Shear Modulus of Compacted Gravel | Liao T., Massoudi N., McHood M., Stokoe K.H., Jung M.J., Menq F.-Y. | |

Dynamic Properties and Liquefaction Potential of a Sandy Soil Containing Silt | Mominul H.M., Alam M.J., Ansary M.A., Karim M.E. | |

Seismic stability assessment of a steel plate fabricated column constructed on liquefiable grounds with different soil-layer profiles | Nakai K., Xu B., Takaine T. | |

A method of suppressing liquefaction using a solidification material and tension stiffeners | Nakamichi M., Sato K. | |

Effects of Fines Content on Cyclic Shear Characteristics of Sand-Clay Mixtures | Noda S., Hyodo M. | |

Case study of the post-earthquake behavior of a CFRD dam | Núñez E.A. Sfriso O. | |

Liquefaction characteristics of crushable pumice sand | Orense R.P., Pender M.J. | |

Investigation of Reinforced Earth Structures Following the 2011 Tohoku Earthquake | Otani Y., Takao K., Sakai S., Kimura T., Kuwano J., Freitag N., Sankey J. | |

Accumulated Stress Based Model for Prediction of Residual Pore Pressure | Park D., Ahn J.-K. | |

Pioneer application of a dynamic penetrometer and boroscope in archeological prospecting | Rangel-Núñez J.L., Barba L., Ovando E., Auvinet G., Ibarra-Razo E. | |

Measuring and modeling the dynamic behavior of Danube Sands | Ray R.P., Szilvágyi Z. | |

Three-dimensional seismic active earth pressure coefficients using upper bound numerical limit analysis: a few preliminary results | Santana T., Guerra N.M.C., Antão A.N., Vicente da Silva M. | |

1Directional-3Component seismic response modelling of a multilayer nonlinear soil profile. | Santisi d’Avila M.P., Lenti L., Semblat J.-F. | |

The behaviour of natural cohesive soils under dynamic excitations | Sas W., Szymański A., Gabryś K. | |

Dynamic behavior of multi-arch culverts embankment considering the installation interval of consecutive arch culverts | Sawamura Y., Kishida K., Kimura M. | |

Simplified seismic wall stability analysis | Serratrice J.-F. | |

Effect of Seismic Waves with Different Dominant Frequencies on the Delayed Failure Behavior of a Soil Structure-Ground System | Shimizu R., Yamada S. | |

Shaking table test of large-scaled slope model subjected to horizontal and vertical seismic loading using E-Defense | Shinoda M., Nakajima S., Nakamura H., Kawai T., Nakamura S. | |

Stability analysis of earth dams under static and earthquake loadings using geosynthetics as a seepage barrier | Srivastava A., Sivakumar Babu G.L. | |

Cyclic Loading Behavior of Saturated Sand with Different Fabrics | Sze H.Y., Yang J. | |

Evaluation of effective parameters on soil layers seismic amplification ratios (A case study of Bam earthquake) | Tabatabaie S.H., Hassanlourad M., Yazdanparast M., Mohammadi A. | |

Experimental study on lattice-shaped cement treatment method for liquefaction countermeasure | Takahashi H., Morikawa Y., Iba H., Fukada H., Maruyama K., Takehana K. | |

Shaking model tests on mitigation of liquefaction-induced ground flow by new configuration of embedded columns | Takahashi N., Derakhshani A., Rasouli R., Towhata I., Yamada S. | |

Structure-Soil Massif System Behavior Features Under Static & Dynamic Loads | Taranov V.G., Aleksandrovych V.A., Luchkovskyi I. Ia., Plashchev S.A., Kornienko N.V., Areshkovych O.O. | |

Pseudo static analysis considering strength softening in saturated clays during earthquakes | Tsai C.-C., Mejia L.H., Meymand P. | |

Effectiveness of In-soil Seismic Isolation taking into account of Soil-Structure Interaction | Tsatsis A.K., Anastasopoulos I.C., Gelagoti F.L., Kourkoulis R.S. | |

The device of the bases and foundation in the conditions of weak soil and high seismic activity of the Republic of Tajikistan | Usmanov R. | |

Foundation conditions analysis for some eolian power units corresponding to the seismic loads influence | Vintila D., Tenea D., Chirica A. | |

Performance-based Evaluation of Saturated Loess Ground Liquefaction | Wang L.M., Yuan Z.X., Wang Q., Wu Z.J. | |

Seismic design of retaining wall considering the dynamic response characteristic | Watanabe K., Koseki J. | |

Seismic Responses of Geogrid Reinforced Wall with Tire Derived Aggregates (TDA) Backfill using Reduced-Scale Shake Table Test | Xiao M., Hartman D., Ledezma M. | |

Soil Properties of Liquefied Soils in Tokyo Bay Area by the 2011 Great East Japan Earthquake | Yasuda S. | |

In Situ Assessment of the Nonlinear Shear Modulus of Municipal Solid Waste | Zekkos D., Sahadewa A., Woods R., Stokoe K., Matasovic N. | |

Coupled dynamic analysis of soils reinforced with stiff columns | Zerfa FZ. | |

General Report of TC204 - Underground Constructions | Dias T.G.S., Bezuijen A. | |

Diametric deformations in the concrete segment lining of a tunnel excavated in soft soils. Criteria for their evaluation and mitigation actions for their control | Aguilar M.A., Valencia J.D., Schmitter J.J., Auvinet-Guichard G., Rangel-Núñez J.L. | |

Effect of the subsoil conditions in the seismic interaction between two underground stations connected by a circular section tunnel | Botero E., Ossa A., Ovando E., Sierra L., Giraldo V. | |

Application of Ductile Segments to Tunnels in Close Proximity | Chang J.F., Chen D.J., Moh Z.C., Yu N.T. | |

Effect of pre-ground improvement method during shallow NATM tunnel excavations under unconsolidated conditions | Cui Y., Kishida K. | |

Field Performance of Geogrid Bridges for Stress Reduction on Buried Utilities | El Naggar H., Turan A. | |

Construction of a Cross Passage between Two MRT Tunnels | Fang Y.S., Lin C.T., Liu C., Cheng K.H., Su C.S., Chen T.J. | |

Monitoring and Instrumentation of demonstrators storage cells (CMHM) | Gay O., Teixeira P., Bumbieler F., Morel J. | |

Stability analyses of underground structures cut into porous limestone | Görög P., Hangodi Á., Török Á. | |

Effect of brittle failure on deep underground excavation in eastern Taiwan | Hsiao F.Y., Chi S.Y. | |

Fast frequency-domain analysis method for longitudinal seismic response of super-long immersed tunnels | Huang M., Liu H. | |

Field Monitoring of Shield Tunnel Lining Using Optical Fiber Bragg Grating Based Sensors | Huang A.B., Lee J.T., Wang C.C., Ho Y.T., Chuang T.S. | |

Building deformations, induced by shallow service tunnel construction and protective measures for reducing of its influence | Ilyichev V.A., Nikiforova N.S., Tupikov M.M. | |

Engineering inspection and supervision of tunnels and underground stations of urban metro systems | Katzenbach R., Leppla S. | |

On the stability of a trap door evaluated by upper bound method | Kobayashi S., Matsumoto T. | |

Finite Element Modelling of Construction Processes of The Modular Approached Tunnelling Method | Komiya K. | |

Cutting tool wear prognosis and management of wear-related risks for Mix-Shield TBM in soft ground | Köppl F., Thuro K. | |

Compensation Grouting with shallow and deep foundations – case study from the Metro B1 in Rome | Kummerer C., Sciotti A. | |

An evaluation of influence factors that affect pressures in backfilled trenches | Li L., Aubertin M., El Mkadmi N., Jahanbakhshzadeh A. | |

Prediction of hard rock TBM penetration rate based on Data Mining techniques | Martins F.F., Miranda T.F.S. | |

Assessment of Empirical Method Used to Study Tunnel System Performance | Mazek S.A., El Ghamrawy M.K. | |

Refurbishment and Underground Space Development of Moscow P.I. Tchaikovsky Conservatory | Petrukhin V.P., Mozgacheva O.A., Skorikov A.V. | |

Performance of the tunnel lining subjected to decompression effects on very soft clay deposits | Rangel-Núñez J.L., Aguilar-Tellez M.A., Ibarra-Razo E., Paniagua W. | |

Design of tunnel lining in consolidating soft soils | Rodríguez-Rebolledo J.F., Auvinet G., Vázquez F. | |

Effects of buried structures on the formation of underground cavity | Sato M., Kuwano R. | |

Rational interpretation of tunneling considering existing tunnel and building loads | Shahin H.M., Nakai T., Iwata T. | |

An elastic continuum model for interpretation of seismic behavior of buried pipes as a soil-structure interaction | Tohda J., Yoshimura H., Maruyoshi K. | |

Building with the Subsurface for realizing cost-efficient infrastructure | Venmans A.A.M. | |

Subsoil Settlement Feature of Immersed Tube Tunnel in Deep Soft Subsoil with Heavy Siltation in Open Sea | Xie Y., Zhang S., Zhang H., Liu B. | |

Case Studies of Applicability for Selection of Construction Method for Highway Underground Crossing Transit on the Deposit soils in Urban Project in Korea | Yang T.-S., Yoo N.-J., Kim S.-J., Hwang Y.-C. | |

Numerical modeling of NATM urban tunnels and monitoring-Case study of Niayesh tunnel | Zolghadr E., Pasdarpour M., Majidian S., Golshani A. | |

General report for TC 205 - Safety and serviceability in geotechnical design: a reliability-based perspective | Salgado R. | |

Unusual French experience of a legal frame ; a certain mastery of ground risk management | Carrière M.-L. | |

Ideas for improved geotechnical structures for natural disaster mitigation | Heerten G., Vollmert L. | |

Deep Excavation in Hong Kong – Cantilever Bored Pile Wall Design Using CIRIA Report No. C580 | Ho A., Wright M., Ng S. | |

Comparison of the safety concepts for soil reinforcement methods using concrete columns | Katzenbach R., Bohn C., Wehr J. | |

Slope stability with partial safety factor method | Länsivaara T., Poutanen T. | |

Assessment of embankment stability on organic soils using Eurocode 7 | Lechowicz Z., Wrzesiński G. | |

Implementation of LRFD Methods to Quantify Value of Site Characterization Activities | Loehr J.E., Bowders J.J., Rosenblad B.L., Luna R., Maerz N., Stephenson R.W., Likos W.J., Ge L. | |

European practice in ground anchor design related to the framework of EC7. | Merrifield C., Møller O., Simpson B., Farrell E. | |

Harmonising safety and profit: ethical issues in the geotechnical activity of major consulting companies | Redaelli M. | |

Geotechnical missions standard, the foundation of risk management for a project | Robert J. | |

Embedding Geo Risk Management. The Geo-Impuls Approach | Staveren van M.Th., Litjens P.P.T., Cools P.M.C.B.M. | |

General Report for TC206 - Interactive Design | Ho A. | |

Monitoring earthwork foundations by fibre optic sensors | Artières O. | |

A geoenvironmental application of an optimisation model | Azimi K., Merrifield C., Gallagher E., Smith D. | |

The role of fibre optic instrumentation in the re-use of deep foundations | Bell A., Soga K., Ouyang Y., Yan J., Wang F. | |

Comparison of monitoring techniques for measuring deformations in an excavation | De Vos L., Van Alboom G., Haelterman K., Maekelberg W. | |

Preventive maintenance of water retaining structures based on fiber optic systems | Fry J.-J., Courivaud J.-R., Beck Y.-L., Pinettes P. | |

Evaluation of diaphragm wall as-built data to determine the risk of leakage for the Kruisplein car park excavation in Rotterdam, The Netherlands | Hannink G., Thumann V.M. | |

Optimisation of bridge approach treatment via staged construction | His J.P., Carson D.J., Lee C.H. | |

SWOT analysis Observational Method applications | Korff M., Jong de E., Bles T.J. | |

Development of Method for Evaluating and Visualizing 3-dimensional Deformation of Earth Retaining Wall for Excavation | Matsumaru T., Kojima K. | |

Geotechnical protection of engineering infrastructure objects in large cities under intense anthropogenic impact and long term operation | Perminov N.A., Zentsov V.N., Perminov A.N. | |

Data assimilation strategies for parameter identification of elasto-plastic geomaterials and its application to geotechnical practice | Shuku T., Nishimura S., Murakami A., Fujisawa K. | |

Experimental analyses on detection of potential risk of slope failure by monitoring of shear strain in the shallow section | Tamate S., Hori T., Mikuni C., Suemasa N. | |

Retaining wall with struts or multi-anchored for a deep excavation in Monaco: from modeling to real behavior | Utter N., Dervillé B., Beth M. | |

New Sensing Technology and New Applications in Geotechnical Engineering | Wang Y.H., Ooi G.L., Gao Y. | |

General Report of TC 207 - Foundations and Retaining Structures | Bilfinger W. | |

Design, Construction and Monitoring of a Mixed Soil-Reinforced and Anchored Retaining Wall in Expansive Soil | Abramento M., Fujii J., Cogliati B., Assakura V. | |

Design and construction of high bermless geogrid walls in a problematic mountainous seismic region in Bulgaria | Alexiew D., Hangen H. | |

The Deep Excavation of the Odéon Tower in Monaco: The four outstanding elements in its design | Baghery S. | |

3D Finite Element Analyses for a Laterally Loaded Pile Wall in Marine Environment– Case History | Bahr M.A., Tarek M.F., El-Ghamrawy M.K., Abouzaid K.S., Shaarawi E.M. | |

Design and construction of a coffer dam on Narmada River for Indira Sagar project in central India:a case study of innovative foundation | Bidasaria M. | |

Anchored sheet pile wall design in expansive soils | Bilgin Ö., Mansour E. | |

Performance of Soil Nails in Weathered Granite and Fill | Chow C.-M., Chee-Meng, Tan Y.-C. | |

Effects on adjacent buildings from diaphragm wall installation | Comodromos E.M., Papadopoulou M.C., Konstantinidis G.K. | |

Modeling edge effects at the periphery of a rigid inclusion reinforced soil volume | Cuira F., Simon B. | |

Influence of facing vertical stiffness on reinforced soil wall design | Damians I.P., Lloret A., Josa A., Bathurst R.J. | |

Earth Pressure from Strip Footings on an Anchored Sheet Pile Wall | Denver H., Kellezi L. | |

Top Down Construction Alongside Of Bosphorus - A Case Study | Durgunoglu T., Kulac F., Ikiz S., Akcakal O. | |

Experiences with SBMA ground anchors in spanish soils | Fernandez Vincent J.M. | |

Computed and observed ground movements during top-down construction in Chicago | Finno R.J., Arboleda L., Kern K., Kim T., Sarabia F. | |

Comparative Life Cycle Assessment of Geosynthetics versus Concrete Retaining Wall | Frischknecht R., Büsser-Knöpfel S., Itten R., Stucki M., Wallbaum H. | |

Design of inverted T-shape Cantilever Wall a Relief Floor | Ganne P.P., Raucroix X. | |

An Anchored Retaining Wall in CSM | Gomes Correia A., Tinoco J., Pinto A., Tomásio R. | |

Design, modelization and monitoring for a very large excavation in Monaco | Guilloux A., Porquet M., De Lavernée P., Lyonnet P., Roman P. | |

A Case Study of 3D FE Analysis of a Deep Excavation Adjacent to a Tunnel Construction | Guler E., Osmanoglu U., Koç M. | |

Suction Caisson Installation in Shallow Water: Model Tests and Prediction | Guo W., Chu J. | |

Instrumentation de la paroi moulée du bassin de Blanc-Mesnil : retro-analyse et calage des modèles de calcul | Gutjahr I., Doucerain M., Schmitt P., Heumez S., Maurel C. | |

Displacement of an apartment building next to a deep excavation in Rotterdam | Hannink G., Oung O. | |

Calculation method of optimization the soil-cement mass dimensions to reduce the enclosure displacements in deep excavation | Ilyichev V.A., Gotman Y.A. | |

Case Studies of Complicate Urban Excavation from Design to Construction | Jang Y.S., Choi H.C., Shin S.M., Kim D.Y. | |

Passive Pressure on Skewed Bridge Abutments | Jessee S., Rollins K. | |

Deformation behaviour of clay due to unloading and the consequences on construction projects in inner cities | Katzenbach R., Leppla S. | |

Large tailings heaps and the influence on infrastructures due to the resulting soil deformation | Katzenbach R., Leppla S., Seip M., Schleinig J.-P., Schnürer F. | |

In-situ tests of permanent prestressed ground anchors with alternative designs of anchor bond length | Klemenc I., Logar J. | |

Response of piled buildings to deep excavations in soft soils | Korff M., Mair R.J. | |

Deep excavation in Irish glacial deposits | Long M., O’Leary F., Ryan M., Looby M. | |

Active earth thrust on walls supporting granular soils: effect of wall movement | Loukidis D., Salgado R. | |

Innovative solutions for supporting excavations in slopes | Lüftenegger R., Schweiger H.F., Marte R. | |

Design and Construction of Inclined-Braceless Excavation Support Applicable to Deep Excavation | Maeda T., Shimada Y., Takahashi S., Sakahira Y. | |

Shaking table tests on caisson-type quay wall with stabilized mound | Mizutani T., Kikuchi Y. | |

Inspection of structural health of existing railway retaining walls | Nakajima S., Shinoda M., Abe K. | |

Mechanism of Settlement Influence Zone due to Deep Excavation in Soft Clay | Ou C.-Y., Teng F.-C., Hsieh P.-G., Chien S.-C. | |

Establishing a high risk construction pit in a hurry | Philipsen J. | |

Innovative Solution of King Post Walls combined with CSM Panels | Pinto A., Tomásio R., Godinho P. | |

Unusual Geotechnical Solutions at the Leixões Cruise Terminal | Pinto A., Pita X., Neves M., Vaz J. | |

Aspects on designing and monitoring a deep excavation for a highly important structure | Popa H., Manea S., Batali L., Olteanu A. | |

FEM-aided design of a novel device for soil anchoring | Prisco di C., Pisanò F. | |

Structural Optimization in Geotechnical Engineering | Pucker T., Grabe J. | |

Role of the facing on the behaviour of soil-nailed slopes under surcharge loading | Sanvitale N., Simonini P., Bisson A., Cola S. | |

Comparative study of different deep excavation retaining systems | Josifovski J., Gjorgjevski S. | |

Various use of diaphragm walls for construction of multilevel road junction – Design and monitoring of displacements | Siemińska-Lewandowska A., Mitew-Czajewska M., Tomczak U. | |

Effects of plane shapes of a cofferdam on 3D seepage failure stability and axisymmetric approximation | Tanaka T., Kusumi S., Inoue K. | |

Stability and dewatering problems of deep excavations in Bratislava | Turček P.., Frankovská J., Súľovská M. | |

Managed remediation of a large Victorian gravity quay wall using the observational method | Turner M. J, Smith N A. | |

Concrete panel walls – Current development on interaction of earthworks, geosynthetic reinforcement and facing | Vollmert L., Niehues C., Pachomow D., Herold A., Verstraaten W. | |

The influence of bond stress distribution on ground anchor fixed length design. Field trial results and proposal for design methodology | Vukotić G., González Galindo J., Soriano A. | |

The sustainability and assessment of drystone retaining walls | Warren L., McCombie P., Donohue S. | |

Numerical modelling of groundwater flow around contiguous pile retaining walls | Wiggan C.A., Richards D.J., Powrie W. | |

Geosynthetic Reinforced Soil Wall Performance under Heavy Rainfall | Yoo C., Jang D.W. | |

General Report of TC 208 - Slope Stability in Engineering Practice | Bowman E.T., Fannin R.J. | |

Calculation of slopes stability based on the energy approach | Bogomolov A.N., Ushakov A.N., Bogomolova O.A. | |

Preservation of slope stability along the by-pass Vlora | Bozo L., Allkja S. | |

A Methodology for Evaluating Liquefaction Susceptibility in Shallow Sandy Slopes | Buscarnera G., Whittle A.J. | |

Assessment of landslide run-out by Monte Carlo simulations | Cepeda J., Quan Luna B., Nadim F. | |

The Challenge of the Slope Failure Problem and Its Remedial Considerations at Mileage 39km, Mt. Ali Road, Taiwan | Chang M., Huang R. | |

Downstream Frontal Velocity Reduction Resulting from Baffles | Choi C.E., Ng C.W.W., Kwan J.S.H., Shiu H.Y.K., Ho K.K.S., Koo R.C.H. | |

GPS instrumentation and remote sensing study of slow moving landslides in the eastern San Francisco Bay hills, California, USA | Cohen-Waeber J., Sitar N., Bürgmann R. | |

Geotechnical Characterization, Stability Analysis, and the Stabilization Process for a Landslid in a area of Barreiras Formation and Granite Residual Soils, Pernambuco | Coutinho R.Q., Silva da M.M. | |

Progressive failure of slopes with sensitive clay layers | Dey R., Hawlader B., Phillips R., Soga K. | |

Quantitative vulnerability estimation for individual landslides | Du J., Yin K., Nadim F., Lacasse S. | |

A site specific early warning system for rainfall induced landslides | Harris S., Orense R., Itoh K. | |

Characteristics of Ground Motion on Colluviums Slope Induced by Heavy Rainfall | Jeng C.J., Sue D.Z. | |

Stability and movements of open-pit lignite mines in Northern Greece | Kavvadas M., Agioutantis Z., Schilizzi P., Steiakakis C. | |

A web-based tool for ranking landslide mitigation measures | Lacasse S., Kalsnes B., Vaciago G., Choi Y.J., Lam A. | |

A Numerical Study of Granular Surge Flow through a Row of Baffles | Law R.P.H., Lam A.Y.T., Choi K.Y. | |

Full-Scale Field Monitoring of a Rainfall-Induced Sliding Slope in Hainan, China | Li A.G., Qiu J.J., Mo J.F., Gao W., Tham L.G., Yan R.W.M. | |

Estimation and Prediction of Debris Flow Potential Using Discrimination Analysis | Lin M.L., Lin Y.S. | |

Value of Landslide Investigation to Geotechnical Engineering Practice in Hong Kong | Lo D.O.K., Lam H.W.K. | |

Analyses of Seismic Slope Stability and Subsequent Debris Flow Modeling | Long X., Tjok K.-M. | |

Quantitative risk assessment for earthquake-triggered landslides using Bayesian network | Nadim F., Liu Z.Q. | |

Collapse behavior of slope due to change in pore water pressure | Nakata Y., Kajiwara T., Yoshimoto N. | |

Future evolution of slope stability analysis created by SPH method | Nonoyama H., Yashima A., Moriguchi S. | |

Slope stability along a new road “Drisht –Drisht castle” | Paçi E., Cullufi H., Dervishaj A. | |

Landslides induced by the interaction of an earthquake and subsequent rainfall. A spatial and temporal model | Quan Luna B., Vangelsten B.V., Liu Z.Q., Eidsvig U., Nadim F. | |

Analysis of landslides in urban regions | Rahhal M.E., Hajal M., Seoud J.P., Rafie E. | |

A smart adaptive multivariable search algorithm applied to slope stability in locating the global optima | Saha A. | |

Soil slope stability of hydropower reservoirs - from geological site investigation to design of mitigation measures | Saurer E., Prager C., Marcher T. | |

Landslide stabilization by piles: A case history | Şengör M.Y., Ergun M.U., Huvaj N. | |

Landslide Susceptibility Mapping Using Bayesian Conditional Probability Model at An Linh Commune, Tuy An District, Phu Yen Province, Vietnam | Son N.T., Ha P.T.S., Son L.M. | |

Influence of Ground Motion Variability on Seismic Displacement Uncertainty | Strenk P.M., Wartman J. | |

A new approach to assess the potential for flow slide in sensitive clays | Thakur V., Degago S.A., Oset F., Dolva B.K., Aabøe R. | |

Landslide risk assessment in the Göta river valley: effect of climate changes | Tremblay M., Svahn V., Lundström K. | |

Deformation and water seepage observed in a natural slope during failure process by artificial heavy rainfall | Uchimura T., Gizachew G., Wang L., Nishie S., Seko I. | |

Study on field detection and monitoring of slope instability by measuring tilting motion on the slope surface | Wang L., Nishie S., Seko I., Uchimura T. | |

The physical vulnerability of roads to debris flow | Winter M.G., Smith J.T., Fotopoulou S., Pitilakis K., Mavrouli O., Corominas J., Agyroudis S. | |

Inspection and Capacity Assessment of Anchored Slopes | Yeh H.n-S., Wang C.-S., Wei C.-Y., Lee S.-M., Ho T.-Y., Hsiao C.-A., Tsai L.-S. | |

2011 Seoul Debris Flow and Risk Analysis | Yune C.-Y., Kim G., Lee S.W., Paik J. | |

General Report of TC209 - Offshore Geotechnics | Jewell R.A. | |

Shallow foundations for offshore wind towers | Arroyo M., Abadías D., Alcoverrro J., Gens A. | |

Modelling of monopile-footing foundation system for offshore structures in cohesionless soils | Arshi H.S., Stone K.J.L., Vaziri M., Newson T.A., El-Marassi M., Taylor R.N., Goodey R.J. | |

Influence of jack-up footprints on mudmat stability – How beneficial are 3D effects? | Ballard J.-C., Charue N. | |

Design and installation of buried large diameter HDPE pipelines in a coastal area | Bellezza I., Mazzier F., Pasqualini E., D’Alberto D., Caccavo C., Serrani C. | |

Geotechnical Exploration for Wind Energy Projects | Ben-Hassine J., Griffiths D.V. | |

Cyclic axial load tests on bored piles in dense sands | Benzaria O., Puech A., Le Kouby A. | |

Cyclic axial load tests on bored piles in overconsolidated Flanders clay | Benzaria O., Puech A., Le Kouby A. | |

Deep Offshore Sliding Footings – Design Methodology | Bretelle S., Wallerand R. | |

Proposal of cyclic t-z law by means of centrifuge experiments | Burlon S., Thorel L., Mroueh H. | |

Deformation behavior of single pile in silt under long-term cyclic axial loading | Chen R.P., Ren Y., Zhu B., Chen Y.M. | |

Time-Varying Dynamic Properties of Offshore Wind Turbines Evaluated by Modal Testing | Damgaard M., Andersen J.K.F., Ibsen L.B., Andersen L.V. | |

Numerical investigation of dynamic embedment of offshore pipelines | Dutta S., Hawlader B., Phillips R. | |

Post Cyclic Behaviour of Singapore Marine Clay | Ho J., Goh S.H., Lee F.H. | |

Centrifuge test and numerical modeling for a suction bucket monopod foundation | Kim D.J., Youn J.U., Jee S.H., Choi J., Choo Y.W., Kim S., Kim J.H., Kim D.S., Lee J.S. | |

A large deformation finite element analysis solution for modelling dense sand | Li X., Hu Y, White D. | |

Plugging Effect of Open-Ended Displacement Piles | Lüking J., Kempfert H.-G. | |

A simplified procedure to assess the dynamic stability of a caisson breakwater | Madrid R., Gens A., Alonso E., Tarrago D. | |

The new remediation technique for buried pipelines under permanent ground deformation | Moradi M., Galandarzadeh A., Rojhani M. | |

Site investigation and geotechnical design strategy for offshore wind development | Muir Wood A., Knight P. | |

Cyclic stability diagrams for piles in sands | Puech A., Benzaria O., Thorel L., Garnier J., Foray P., Silva M., Jardine R. | |

Determining small strain elastic modulus using cyclic expansion tests | Reiffsteck P., Fanelli S., Tacita J.-L., Dupla J.-C., Desanneaux G. | |

Displacement response to axial cyclic loading of driven piles in sand | Rimoy S., Jardine R., Standing J. | |

Experimental Testing of Monopiles in Sand Subjected to One-Way Long-Term Cyclic Lateral Loading | Roesen H.R., Ibsen L.B., Andersen L.V. | |

Pile cyclic lateral loading: Development of degradation laws for describing the cyclic effect | Rosquoët F., Thorel L., Garnier J., Chenaf N. | |

Behavior of marine silty sand subjected to long term cyclic loading | Safdar M., Kim J.M. | |

Influence of cyclic axial loads in the behaviour and response of driven piles in sand | Silva M., Foray P., Rimoy S., Jardine R., Tsuha C., Yang Z. | |

Characterization of the geotechnical properties of a carbonate clayey silt till for a shallow wind turbine foundation | Tyldesley M., Newson T., Boone S., Carriveau R. | |

Cyclic loading of caisson supported offshore wind structures in sand | Versteele H., Stuyts B., Cathie D., Charlier R. | |

General Report of TC 211 - Ground Improvement | Huybrechts N., Denies N. | |

Time-dependent behaviour of foundations lying on an improved ground | Alupoae D., Aşuencei V., Răileanu P. | |

Centrifugal and numerical analysis of geosynthetic-reinforced soil embankments | Bo L., Linli J., Ningyu Z., Sinong L. | |

Compacted soil columns for foundations on collapsible soils. Laboratory and in-situ experimental study | Burlacu C., Olinic E., Manea S., Uţă P | |

Selected problems connected with the use of the jet grouting technique | Bzówka J., Juzwa A., Wanik L. | |

Column Supported Embankments for Transportation Infrastructures: Influence of Column Stiffness, Consolidation Effects and Cyclic Loading | Carvajal E., Vukotić G., Sagaseta C., Wehr W. | |

Foundations of embankments using encased stone columns | Castro J., Sagaseta C., Cañizal J., Da Costa A., Miranda M. | |

Consolidation theory for combined vacuum pressure and surcharge loading | Chai J.-C., Carter J. P. | |

Displacement rigid inclusions | Cirión A., Paulín J., Racinais J., Glandy M. | |

Prediction of the unconfined compressive strength in soft soil chemically stabilized | Correia A.A.S., Venda Oliveira P.J., Lemos L.J.L. | |

Numerical modeling of a soil-mixing column behavior and comparison with a full-size load test | Cuira F., Costa d’Aguiar S., Grzyb A., Pellet F., Mosser J.-F., Guimond-Barrett A., Le Kouby A. | |

Design of Deep Soil Mix Structures: considerations on the UCS characteristic value | Denies N., Van Lysebetten G., Huybrechts N., De Cock F., Lameire B., Maertens J., Vervoort A. | |

Method of improvement of the subsoil under Adora facility – Ohrid, Republic Of Macedonia | Dimitrievski L., Ilievski D., Dimitrievski D., Bogoevski B., Strasheski A. | |

Geoencased columns: toward a displacement based design | Galli A., Prisco di C. | |

Design prediction of the strengthened foundation base deformation by field tests data | Gotman A., Gotman N. | |

Standardization of the molding procedures for stabilized soil specimens as used for QC/QA in Deep Mixing application | Grisolia M., Leder E., Marzano I.P. | |

Analysis of Floating Pile Capacity in Improved Ground for Thi Vai Port, Vietnam | Hai N.M., Tuong N.K., Long P.D., Nhon P.V. | |

Carbonate Cementation via Plant Derived Urease | Hamdan N., Kavazanjian Jr. E., O’Donnell S. | |

Experimental investigation on bearing capacity of geosynthetic encapsulated stone columns | Hataf N., Nabipour N. | |

Performance and Prediction of Vacuum Consolidation Behavior at Port of Brisbane | Indraratna B., Rujikiatkamjorn C., Geng X., Ameratunga J. | |

Improvement of a Clay Deposit using Prefabricated Vertical Drains and Pre-loading - A Case Study | Islam M.S., Yasin S.J.M. | |

Importance et applications des inclusions de grande inertie | Jeanty J.M., Mathieu F., Benhamou L., Berthelot P. | |

Assessement of Carillo’s theory for improved Tunis Soft Soil by Geodrains | Jebali H., Frikha W., Bouassida M. | |

Improvement of soft fat clay using rigid inclusions and vertical drains | Kirstein J.F., Wittorf N. | |

Interaction of stone column and surrounding soil during its construction: 3D numerical analysis | Klimis N.S., Sarigiannis D.D. | |

Laboratory tests and numerical modeling for embankment foundation on soft chalky silt using deep-mixing | Koch E., Szepesházi R. | |

Assessment of bio-mechanical reinforcement materials influencing slope stability, based on numerical analyses | Koda E., Osinski P. | |

Evaluation of Vertical Drain-enhanced Radial Consolidation with Modified Analytical Solution | Lee C., Choi Y., Lee W., Hong S.J. | |

Adjusting the soil stiffness with stabilisation to minimize vibration at Maxlab IV – Asynchrotron radiation facility in Sweden | Lindh P., Rydén N. | |

Construction and Performance of Containment Bund Using Geotextile Tubes Filled With Cement Mixed Soil in Singapore | Loh C.K., Chew S.H., Tan C.Y., Lim S.K., Lam J.P.W. | |

Reinforcement of completely decomposed granite with discrete fibres | Madhusudhan B.N., Baudet B.A. | |

Hybrid Application of Deep Mixing Columns Combined with Walls as a Soft Ground - Improvement Method Under Embankments | Matsui H., Ishii H., Horikoshi K. | |

Application of cement deep mixing method for underpinning | Melentijevic S., Arcos J.L., Oteo C. | |

Lime Remediation of Reactivated Landslides | Mesri G., Moridzadeh M. | |

Improvement of the Soil under the Concrete Pavement of a Plant’s Hall | Mihova L., Kolev Ch. | |

Effect of Smear on Strength Behavior of SCP-Reinforced Soft Ground | Mir B.A., Juneja A. | |

Bio-mediated soil improvement utilized to strengthen coastal deposits | Montoya B.M., Feng K., Shanahan C. | |

Effect of Grout Bleed Capacity on the Engineering Properties of Cement Grouted Sands | Pantazopoulos I.A., Atmatzidis D.K., Basas V.G., Papageorgopoulou S.K. | |

Numerical Analysis to Quantify the Influence of Smear Zone Characteristics on Preloading Design in Soft Clay | Parsa-Pajouh A., Fatahi H., Khabbaz B. | |

Construction of virtual sites for reliability-based design | Phoon K.K., Ching J. | |

Technique of reinforced soil base calculation under fall initiation in ground mass | Ponomaryov A., Zolotozubov D. | |

Stress Concentration Ratio and Design Method for Stone Columns using 2D FEA with Equivalent Strips | Poon B., Chan K. | |

Porosity/cement index to evaluate geomechanical properties of an artificial cemented soil | Rios S., Viana da Fonseca A. | |

Compressive Strength of Fiber-Reinforced Lightly-Cement Stabilized Sand | Sadek S., Najjar S., Abboud A. | |

Conservatoriumhotel Amsterdam, geotechnical design and monitoring | Stoel van der A.E.C., Vink D., Bouma J. | |

Impact of the soil-stabilization with lime | Szendefy J. | |

Laboratory parametric study of the Deep Mixing material | Szymkiewicz F., Le Kouby A., Reiffsteck P., Mosadegh A., Tacita J.-L. | |

Investigation of failure analysis of clay reinforced with sand encapsulated | Tabarsa A.R., Hajiesmaeilian S. | |

Influence of relative density on microbial carbonate precipitation and mechanical properties of sand | Tsukamoto M., Inagaki T., Sasaki Y., Oda K. | |

The reinforcement of soils by dispersed oversized particles | Vallejo L.E., Lobo-Guerrero S., Seminsky L.F., Caicedo B. | |

Analysis of Displacements of GPA in Normally Consolidated Soft Soil | Vidyaranya B., Madhav M.R. | |

Bridge foundation on very soft alluvia with stone column ground improvement | Vlavianos G.J., Marinelli A.K., Andrianopoulos K., Foti S. | |

Subgrade improvement measures for the main rescue roads in the urban redevelopment area HafenCity in Hamburg | Weihrauch S., Oehrlein S., Vollmert L. | |

Fiber Reinforced Cement Treated Clay | Xiao H.W., Lee F.H., Zhang M.H., Yeoh S.Y. | |

Large-scale Piled Raft with Grid-Form Deep Mixing Walls on Soft Ground | Yamashita K., Wakai S., Hamada J. | |

Initial investigation into the carbonation of MgO for soil stabilisation | Yi Y.L., Liska M., Unluer C., Al-Tabbaa A. | |

Innovative solutions in the field of geotechnical construction and coastal geotechnical engineering under difficult engineering-geological conditions of Ukraine | Zotsenko M., Vynnykov Y., Doubrovsky M., Oganesyan V., Shokarev V., Syedin V., Shapoval, Poizner M., Krysan V., Meshcheryakov G. | |

General Report for the Two Sessions of TC 212 - Deep Foundations | Katzenbach R., Choudhury D., Chang D.W. | |

Structural and geotechnical design of a piled raft for a tall building founded on granular soil | Allievi L., Ferrero S., Mussi A., Persio R., Petrella F. | |

Performance of Piled-Raft System under Axial Load | Alnuiam A., El Naggar H., El Naggar M.H. | |

Analysis of Full-Scale Random Vibration Pile Tests in Soft and Improved Clays | Ashlock J.C., Fotouhi M.K. | |

A Design Method For Piled Raft Foundations | Balakumar V., Oh E., Bolton M., Balasubramaniam A.S. | |

A practical method for the non-linear analysis of piled rafts | Basile F. | |

A Variational Approach for Analysis of Piles Subjected to Torsion | Basu D., Misra A., Chakraborty T. | |

Anchoring of continue flight auger piles in hard soil : necessity of succesful tools of drilling and adapted soils investigations. | Berthelot P., Cardona G., Glandy M., Durand F. | |

Improved Safety Assessment of Pile Foundations Using Field Control Methods | Bilfinger W., Santos M.S., Hachich W. | |

Three Dimensional Finite Element Nonlinear Dynamic Analysis of Full-Scale Piles under Vertical Excitations | Biswas S., Manna B. | |

P-Y curves from the prebored pressuremeter test for laterally loaded single piles | Bouafia A. | |

French and Australian Pile Design Comparison – Load Testing Influence on Design | Bretelle S. | |

Dynamic Pile Testing at the Mesa A Rail Bridge | Cannon J.G. | |

Uplift behavior of bored piles in tropical unsaturated sandy soil | Carvalho de D., Rocha de Albuquerque P.J. | |

Timber pile load test instrumented with removable extensometers | Christin J., El Kouby A., Reiffsteck P., Rocher-Lacoste F. | |

Pylon foundation of a cable stayed bridge at the motorway ring road of Wrocław | Dembicki E., Cudny M., Krasiński A., Załęski K. | |

Consolidating Soil-Pile Interaction | El-Sakhawy N., Nassar A. | |

The Performance of Helical Pile Groups Under Compressive Loads: A Numerical Investigation | Elsherbiny Z., El Naggar M.H. | |

Contributing factors on soil setup and the effects on pile design parameters | Fakharian K., Attar I.H., Sarrafzadeh A., Haddad H. | |

Model loading tests in large soil tank on group behavior of piles | Goto S., Aoyama S., Liu B., Towhata I., Takita A., Renzo A.A. | |

Probabilist analysis of the foundation of a shopping center in Brazil | Gusmão A., Oliveira P., Ferreira S., Maia G., Amorim M. | |

Bearing capacity of displacement piles in layered soils with highly diverse strength parameters | Gwizdala K., Krasinski A. | |

Practical experience with piled raft design for tall buildings | Haberfield C.M. | |

Non-Conventional Pile Loading Tests in Vietnam | Hai N.M., Dao D.H. | |

Slope stability structures for road landslide | Hamova M., Frangov G., Zayakova Hr. | |

Research on the Load-Bearing Behaviour of Bored Piles with Different Enlarged Bases | Herrmann R.A., Löwen M., Tinteler T., Krumm S. | |

Visualization of Settlement Behavior for Friction Pile Group during Consolidation | Ishikura R., Matsuda H., Igawa N. | |

Interactive 3-D Analysis Method of Piled Raft Foundation for High-rise Buildings | Jeong S.J, Cho Ja. | |

Optimal FBG Sensor Deployment via Gaussian Quadrature Formula for Measurement of Displacement of Laterally Loaded Piles | Jung Y.-H., Na S.-U., Mok Y. | |

Numerical Simulation of the Load Tests on Bearing Capacity of Piled Raft Foundations | Kaneda K., Honda T., Shigeno Y., Hamada J. | |

The Development and the Structural Behavior of a New Type Hybrid Concrete Filled Fiber-Glass Reinforced Plastic Pile | Kang I.-K., Kim H.-T., Baek S.-C., Park S.-Y. | |

Ground displacements related to deep excavation in Amsterdam | Korff M., Mair R.J. | |

Drilled pile technology in retaining wall construction and energy transfer | Lehtonen J. | |

Three-Dimensional Models of Bearing Capacity - Case Study | Leite da Silva C.P., Moreira de Souza N., Medeiros Silva C. | |

Full scale rapid uplift tests on transmission tower footings | Levy F.M., Richards D.J. | |

Characteristics Values in Rock Socket Design | Look B., Lacey D. | |

Safety theory in geotechnical design of piled raft | Lorenzo R., Zubeldia E.H., Cunha R.P. | |

Bored pile foundation response using seismic cone test data | Mayne P.W., Woeller D.J. | |

Energy and Reliability Applied to Continuous Flight Augern Pilings - The SCCAP Methodology | Medeiros Silva C., Camapum de Carvalho J., Brasil Cavalcante A.L. | |

Performance of a pioneer foundation of the skirt type for the Metro-Line 12 overpass on the Mexico City soft clay | Mendoza M.J., Rufiar M., Ibarra E., Mendoza S.A | |

Improving the capacity of bored piles by shaft grouting | Miller M., Potts V., Skinner H., Vaziri M. | |

Polymer pillar, a new innovation for underpinning | Perälä A. | |

Identification of Test Pile Defects in a Super-tall Building Foundation | Poulos H.G., Badelow F., Tosen R., Abdelrazaq, Kim S.H. | |

A review of pile test results and design from a London clay site | Powell J.J.M., Skinner H. | |

Effect of installation mode on the static behaviour of piles in highly overconsolidated Flanders clay | Puech A., Benzaria O. | |

Analysis of Piles Supporting Excavation Adjacent to Existing Buildings | Ramadan E.H., Ramadan M., Khashila M.M., Kenawi M.A. | |

Analysis and Design of Piles for Dynamic Loading | Ray R.P., Wolf Á. | |

A new tool for the automated travel time analyses of bender element tests | Rees S., Le Compte A., Snelling K., Rinaldi V.A., Viguera R. | |

Pseudo-static Pile Load Test: Experience on Pre-bored and Large Diameter Piles | Rinaldi V.A., Viguera R. | |

Behavior of Vertical Piles Embedded in Sand under Inclined Loads near Ground Slope | Sakr M.A., Nasr A.M. | |

Semi-Analytical Solutions for Laterally Loaded Piles in Multilayered Soils | Salgado R, Basu D., Prezzi M, Tehran F.S. | |

Skyscrapers of «Moskva-City» Business Center - Tests of Bored Piles | Shulyatiev О.А., Ladyzhensky I.G. Yastrebov P.I. | |

Cavity remediation for pylon foundation of the Transrhumel Viaduct in Constantine | Steenfelt J.S., Schunk M. | |

Integrating Nonlinear Pile Behavior with Standard Structural Engineering Software | Szép J., Ray R.P. | |

Experimental Study on the Method of Rebound and Recompression Deformation Calculation in Deepand Large Foundation Design | Teng Y., Li J., Wang S. | |

Deep Basement Construction of Bank of Thailand Along Chao Phraya River closed to Tewavej Palace and Bangkhumphrom Palace | Teparaksa W. | |

Creep and long-term bearing capacity of a long pile in clay | Ter-Martirosyan Z.G., Ter-Martirosyan A.Z., Sidorov V.V. | |

Compressive resistance of piles, an update | Tol van A.F., Stoevelaar R., Bezuijen A., Jansen H.L., Hannink G. | |

A design verification method for pile foundations used in combination with solidified improved columns | Tomisawa K., Miura S. | |

nfluence of multiple helix configuration on the uplift capacity of helical anchors | Tsuha C.H.C., Santos T.C., Rault G., Thorel L., Garnier J. | |

Super-long bored pile foundation for super high-rise buildings in China | Wang W., Wu J., Li Y. | |

Case Studies of Cost-effective Foundation Design in Rock | Wong P.K. | |

Difficulté d’exécution des pieux profonds de grand diamètre dans des sols mous | Zaghouani K., Chouikha A., Haffoudhi S. | |

Load Tests on Full-Scale Bored Pile Groups | Zhang Y., Salgado R., Dai G., Gong W. | |

General Report of TC 214 - Soft soils | Ovando-Shelley E., Rangel-Núñez J.L. | |

Soil Fracturing Induced by Land Subsidence in Mexico City | Auvinet G., Méndez E., Juárez M. | |

Characterization of Sensitive Soft Soils for the Waterview Connection Project, New Zealand | Bobei D.C., Locks J. | |

Design and Construction of a Landfill Containment Bund cum Seawall Supported on Stone Columns Installed in Very Soft Marine Mud in Cotai, Macau | De Silva S., Fong L.T.T. | |

Estimation of undrained shear strength of soft soil obtained by cylinder vertical penetration | Equihua-Anguiano L.N., Orozco-Calderon M., Foray P. | |

he Application of a Novel Design Approach for Construction over soft soils: The Hybrid Undrained-Drained model | Espinoza D., Li C. | |

Land reclamation on soft clays at Port of Brisbane | Ganesalingam D., Sivakugan N., Ameratunga J., Schweitzer G. | |

Kansai International Airport. Theoretical settlement history | Juárez-Badillo E. | |

Design and Performance of Highway Embankments Constructed Over Sri Lankan Peaty Soils | Karunawardena A., Toki M. | |

Design improvements for expansion of a roadway on a thick layer of soft soil | Kim K.-H., Jung T.-M., Jung J.-H., Kim T.-H., Kim S.-R., You S.-H. | |

Case Study on X-section Cast-in-place Pile-Supported Embankment over Soft Clay | Liu H.L., Kong G.Q., Ding X.M, Yu T., Yang G. | |

Settlements of Earth Fills on Thick Layers of Overconsolidated Soft Clays without Geodrains | Massad F., Teixeira A.H., Carvalho C.T., Grangé L.F.A. | |

Aspects on the modelling of smear zones around vertical drains | Müller R., Larsson S. | |

A Review of Geogrid Working Platform in Soft Ground in Malaysia | Ooi T.A., Tee C.H., Chan C.B., Ong R. | |

Container Terminal on Soft Soil | Popovic N., Stanic B. | |

Instrumented Trial Embankment on Soft Ground at Tokai, State of Kedah, Malaysia | Tan Y.C., Lee P.-T., Koo K.-S | |

Prediction of and countermeasures for embankment-related settlement in ultra-soft ground containing peat | Tashiro M., Inagaki M., Asaoka A. | |

Numerical simulation of energy consumption of artificial ground freezing applications subject to water seepage | Ziegler M., Schüller R., Mottaghy D. | |

General Report of TC 215 - Environmental Geotechnics | Bouazza A. | |

Novel bentonites for containment barrier applications | Bohnhoff G., Shackelford C., Malusis M., Scalia J., Benson C., Edil T., Di Emidio G., Katsumi T., Mazzieri F. | |

Long term performance of cement-bentonite cut-offs in saline and acidic solutions | Brianzoni V., Fratalocchi E., Pasqualini E. | |

Determination of shear strength of MSW. Field tests vs. laboratory tests | Cañizal J., Lapeña P., Castro J., Costa da A., Sagaseta C. | |

Geo-environmental problems in landfills of MSW with high organic content | Chen Y.M., Zhan L.T., Xu X.B., Liu H.L. | |

Experimental study of radial filtration in Permeable Reactive Barriers (PRB) | Courcelles B. | |

Measurement of NAPL saturation distribution in whole domainsby the Simplified Image Analysis Metod | Florès G., Katsumi T., Inui T., Takai A. | |

Hydraulic conductivity of zeolite-sand mixtures permeated with landfill leachate | Fronczyk J., Garbulewski K. | |

Moisture-Suction Relationships for Geosynthetic Clay Liners | Hanson J.L., Risken J.L., Yeşiller N. | |

Hydraulic conductivity of compacted clay liners moisture-conditioned and permeated with saline coal seam gas water | Indrawan I.G.B., Williams D.J., Scheuermann A. | |

Simultaneous estimation of transverse and longitudinal dispersion in unsaturated soils using spatial moments and image processing | Inoue K., Shimada H., Tanaka T. | |

Evaluating the long-term leaching characteristics of heavy metals in excavated rocks | Inui T., Katsumi T., Takai A., Kamon M. | |

Geo-environmental challenges of a major coal terminal development in Australia | Jones S.R. | |

Characterisation of landfill steel mill sludge waste in terms of shear strength, pore water pressure dissipation and liquefaction potential | Lavoie J.L.N., Sinclair T.J.E. | |

A numerical analysis of phytoextraction processes | Lugli F., Mahler C.F. | |

Soil-geosynthetic interface strength on smooth and texturized geomembranes under different test conditions | Monteiro C.B., Araújo G.L.S., Palmeira E.M., Cordão Neto M.P. | |

Geoenvironmental Approach to Restoration of Agricultural Land Damaged by Tsunami | Omine K., Moqsud M.A., Hazarika H. | |

Factors affecting hydration of Geosynthetic Clay Liners in landfill applications | Rayhani M.T., Sarabadani H. | |

Use of thermal desorption for removing in-situ floating oil layers | Saadaoui H., Haemers J., Denecheau P., Cédou C. | |

Devepment and Verification of Ecohabitat Chart based on Ecological Geotechnics | Sassa S., Watabe Y., Yang S. | |

A New Approach for Characterizing Shear Strength of Municipal Solid Waste for Land Fill Design | Singh S. | |

The role of molecular biology in geotechnical engineering | Stewart D.I., Fuller S.J., Burke I.T., Whittleston R.A., Lockwood C.L., Baker A. | |

A System of dehydration, purification, and reduction for dredged soil – Release inhibition of nutrient salts from bed mud using natural zeolite | Umezaki T., Kawamura T. | |

General Report du TC 301 - Monuments, historic sites and case histories | Flora A. | |

Reconstitution of foundation platform of Prasat Suor Prat by compaction of original soil with slaked lime, Angkor Ruins, Cambodia | Akazawa Y., Fukuda M., Iwasaki Y., Nakazawa J. | |

Geotechnical Aspects of Design and Construction of the Mountain Cluster Olympic Facilities in Sochi | Fedorovsky V., Kurillo S., Kryuchkov S., Bobyr G., Djantimirov K., Iliyn S., Iovlev I., Kharlamov P., Rytov S., Skorokhodov A., Kabantsev О. | |

Importance of understanding the development and significance of sulphates in the London Clay | Hawkins A.B., St John T.W. | |

Rockfall-protection embankments – design concept and construction details | Hofmann R., Vollmert L., Mölk M. | |

Authenticity of Foundations for Heritage Structures | Iwasaki Y., Zhussupbekov A., Issina A. | |

Geotechnical Assessment for the Restoration of Garandoya tumulus with the Naked Stone Chamber | Mimura M., Yoshimura M. | |

Geotechnical Features of Sochi Olympic Facilities Project Designs | Petrukhin V.P., Kolybin I.V., Budanov V.G., Isaev О.N., Kisin B.F., Bokov I.A. | |

Heaving Mechanisms in High Sulfate Soils | Puppala A.J., Talluri N., Gaily A., Bhaskar, Chittoori C.S. | |

Geotechnical aspects in sustainable protection of cultural and historical monuments | Sesov V., Cvetanovska J., Edip K. | |

Modern methods of geotechnical defense of buildings in the difficult geological conditions of Ukraine | Slyusarenko Y., Chervinskyy Y., Karpenko Y., Dvornik S., Malikov S., Rozenvasser G., Lavshuk I. | |

Geotechnical problems related to the development of territories in the conditions of the Republic of Tajikistan | Usmanov R.A., Saidov R.S., Mangushev R.A. | |

The preservation of Agrigento Cathedral | Valore C., Ziccarelli M. | |

Geotechnical characteristics of glacial soil deposits at Punta Arenas in Chilean Patagonia | Vásquez A., Le Roux J.-P., Foncea C. | |

Geotechnical Issues of Megaprojects on Problematical Soil Ground of Kazakhstan | Zhussupbekov A.Zh., Ling H.I., Baitassov T.M., Lukpanov R.E., Tulebekova A.S., Yenkebayev S.B., Popov V.N., Krasnikov S.V., Boominathan A. | |

General Report of TC 307 - Sustainability in Geotechnical Engineering | Basu D., Puppala A.J., Chittoori B. | |

Evaluation of Rubber/Sand Mixtures as Replacement Soils to Mitigate Earthquake Induced Ground Motions | Abdelhaleem A.M., El-Sherbiny R.M., Lotfy H., Al-Ashaal A.A. | |

New Replacement Formations on Expansive Soils Using Recycled EPS Beads | Abdelrahman G.E., Mohamed H.K., Ahmed H.M. | |

Sustainability in Geotechnical Engineering | Basu D., Misra A., Puppala A.J., Chittoori C.S. | |

Mechanics of Manufactured Soil Using Powder Wastes | Baykal G. | |

Soil treatment with non traditional additives in earthworks: evaluation of the technical and environmental improvements | Blanck G., Cuisinier O., Masrouri F. | |

Advanced testing and modelling delivers cost effective piled raft foundation solution | Bourne-Webb P., Cunningham M., Card G. | |

The use of Recycled Aggregates in Unboud Road Pavements | Cameron D.A., Rahman M.M., Azam A.M., Gabr A.g., Andrews R., Mitchell P.W. | |

Reuse of dredged sediments for hydraulic barrires : adsorption and hydraulic conductivity improvement through polymers | Di Emidio G., Verastegui Flores R.D., Bezuijen A. | |

Characterization of recycled materials for sustainable construction | Edil T.B. | |

Technical and Economic Analysis of Construction and Demolition Waste Used in Paving Project | Farias A., Fucale S., Gusmão A., Maia G. | |

Comparative Life Cycle Assessment of Geosynthetics versus Conventional filter layer | Frischknecht R., Büsser-Knöpfel S., Itten R., Stucki M., Wallbaum H. | |

Reuse of existing foundations for the rehabilitation of old buildings | Guilloux A., Le Bissonnais H., Saussac L., Perini T. | |

Modern geotechnical construction methods for important infrastructure buildings | Heerten G., Vollmert L., Herold A., Thompson, Dupond J., Alcazar G. | |

Sustainable Management of Contamined Sediments | Holm G., Lundberg K., Svedberg B. | |

Polymer support fluids: use and misuse of innovative fluids in geotechnical works | Jefferis S.A., Lam C. | |

Utilisation of polyethylene (plastic) shopping bags waste for soil improvement in sandy soils | Kalumba D., Chebet F.C. | |

Effect of dredge soil on the strength development of air-foam treated lightweight soil | Kataoka S., Horita T., Tanaka M., Tomita R., Nakajima M. | |

Application of a Method to Accelerate Granulated Blast Furnace Slag Solidification | Kikuchi Y., Mizutani T. | |

Building on an old landfill: design and construction | McIntosh G.W., Barthelmess A.J. | |

Interpretation of mechanical behavior of cement-treated dredged soil based on soil skeleton structure | Nakano M., Sakai T. | |

Utilization of waste copper slag as a substitute for sand in vertical sand drains and sand piles | Nawagamuwa U.P., Senanayake A., Rathnaweera T. | |

Tools for Natural Hazard management in a Changing Climate | Rogbeck Y., Löfroth H., Rydell B., Andersson-Sköld Y. | |

Experimental reinforced soil walls built with recycled construction and demolition waste (RCDW) | Santos E.C.G., Palmeira E.M. | |

Comparing the properties of EPS and glass foam mixed with cement and sand | Teymur B., Tuncel E.Y., Ahmedov R. | |

Geotechnical engineering and protection of environment and sustainable development | Vaníček M., Jirásko D., Vaníček I. | |

Applicability of Municipal Solid Waste (MSW) Incineration Ash in Road Pavements Base | Vizcarra G., Szeliga L., Casagrande M., Motta L. | |

Research Results of Fine-Grained Soil Stabilization Using Fly Ash from Serbian Electric Power Plants | Vukićević M., Maraš-Dragojević S., Jocković S., Marjanović M., Pujević V. | |

Simplified Prediction of Changes in Shear Strength in Geotechnical Use of Drinking Water Sludge Road foundation construction using lightweight tyre bales | Watanabe Y., Komine H. | |

Road foundation construction using lightweight tyre bales | Winter M.G. | |

General report - Geotechnical problems of dikes (TC 201) and dams (TC 210) | Xu Z. | |

Hydraulic failure of flood protection dykes | Brandl H., Szabo M. | |

Prédiction du comportement de barrage en enrochement de grande taille à l’aide d’une modélisation tridimensionnelle | Chen Y., Fry J.-J., Laigle F., Vincens E., Froiio F. | |

Slope stability of the Włocławek Dam frontal earth dam in the light of the modernisation works carried out in the period 2000-2011 | Leszczynski M., Lipiecki B., Popielski P. | |

Deformation safety of high concrete face rockfill dams | Li N., Wang J., Mi Z., Li D. | |

Safety of a protection levee under rapid drawdown conditions. Coupled analysis of transient seepage and stability | López-Acosta N.P., Fuente de la H.A., Auvinet G. | |

Some Technical Aspects of the Tailing Dam Failure at the Ajka Red Mud Reservoirs | Mecsi J. | |

The Design of Filter Materials and their Importance in Geotechnical Engineering | Messerklinger S. | |

Identification of erosion risk on the Isère and Drac river levees | Monnet J., Plé O., Nguyen D.M. | |

Suffusion in compacted loessial silts. Interaction with granular filters | Terzariol R.E., Rocca R.J., Zeballos M.E. | |

Predicting long-term settlements of coastal defences for the safeguard of the Venetian Lagoon | Tonni L., García Martínez M.F., Simonini P. | |

Full scale field tests for strength assessment of peat | Zwanenburg C., Van M.A. | |

General Report TCs 307+212 - Thermal Geomechanics with Emphasis on Geothermal Energy | Puppala A.J., Choudhury D., Basu D. | |

Numerical Modelling of Ground Heat Exchangers with Different Ground Loop Configurations for Direct Geothermal Applications | Bidarmaghz A., Narsilio G., Johnston I. | |

The response of energy foundations under thermo-mechanical loading | Bodas Freitas T.M., Cruz Silva F., Bourne-Webb P.J. | |

Large Thermal Energy Storage at Marstal District Heating | Dannemand Andersen J., Bødker L., Jensen M.V. | |

Combination of borehole heat exchangers and air sparging to increase geothermal efficiency | Grabe J., Menzel F., Ma X. | |

Geothermal Heat PipeBorehole Heat-Exchangers: Computational Simulation and Analysis of Measurement Data | Katzenbach R., Clauss F. | |

Analysis of the freeze thaw performance of geothermal heat exchanger borehole grout materials | Katzenbach R., Clauss F., Rochée S. | |

Thermal influences on swelling pressure and swelling deformation of bentonites and investigation of its factors | Komine H. | |

Performance of Piled Foundations Used as Heat Exchangers | Loveridge F., Powrie W. | |

Measuring soil thermal properties for use in energy foundation design | Low J.E., Loveridge F.A., Powrie W. | |

Thermo-Mechanical Behavior of Energy Foundations | McCartney J.S., Murphy J.S., Stewart M.A. | |

Thermal pressurization in Boom clay | Monfared M., Delage P., Sulem J., Mohajerani M., Tang A.M. | |

Effect of environmental conditions on the mechanical properties of geothermal well cement paste | Nauleau E., Martineau F., Kréziak C., Ghabezloo S. | |

Development of a predictive framework for geothermal and geotechnical responses in cold regions experiencing climate change | Nishimura S., Jardine R.J., Fenton C.H., Olivilla S., Gens A., Martin C.J. | |

An undrained upper bound solution for the face stability of tunnels reinforced by micropiles | Pinyol N.M., Alonso E.E. | |

Numerical simulation of the process of geothermal low-potential ground energy extraction in Perm region (Russia) | Ponomaryov A., Zakharov A. | |

Determination of the thermal parameters of a clay from heating cell tests | Romero E., Lima A., Gens A., Vaunat J., Li X.L. | |

Discussions about the bearing capacity of geothermal piles | Suryatriyastuti M., Mroueh H., Burlon S., Habert J. | |

One-dimensional compressive behaviour of reconstituted clays under high temperature and small strain rate | Tsutsumi A., Tanaka H. | |

Field Investgation of a geothermal energy pile: Initial Observations | Wang B., Bouazza A., Singh R.M., Barry-Macaulay D., Haberfield C., Chapman G., Baycan S. | |

THM simulations for laboratory heating test and real-scale field test | Xiong Y.L., Zhang F., Nishimura T., Kurimoto Y. | |

New Developments in near-surface geothermal energy systems | Ziegler M., Kürten S. | |

Understanding the effects of high temperature processes on the engineering properties of soils | Zihms S.G., Switzer C., Karstunen M., Tarantino A. | |

General Report - Shallow foundations | Zerhouni M.I., Demay B. | |

Bearing capacity of shallow foundation under eccentrically inclined load | Atalar C., Patra C.R., Das B.M., Sivakugan N. | |

Estimating settlements of footings in sands – a probabilistic approach | Bungenstab F.C., Bicalho K.V., Ribeiro R.C.H., Aoki R.C.H. | |

Settlement velocity measured over ten years in major-scale shallow foundations on a preloaded 20-m thick silty alluvial layer | Dapena E., Román F., Pardo de Santayana F., Cuéllar V. | |

Combined massive and plate foundations under machines with dynamic loadings | Kirichek Y., Bolshakov V. | |

Settlements Under Footings on Rammed Aggregate Piers | Kuruoglu O., Horoz A., Erol O. | |

Interaction of Nearby Strip Footings Under Inclined Loading | Nainegali L.S., Ghosh P., Basudhar P.K. | |

Over a decade of experience with computer aided learning in geotechnical engineering | Springman S.M., Herzog R., Seward L. | |

Predicting Settlements of Shallow Footings on Granular Soil Using Nonlinear Dynamic Soil Properties | Stokoe K.H., Kacar O., Van Pelt J. | |

Characterization of Model Uncertainty in Immediate Settlement Calculations for Spread Footings on Clays | Strahler A.W., Stuedlein A.W. | |

Probalistic Assessment of the bearing Capacity of Shallow Strip Footings on Stiff-over-Soft Clay | Tian Y., Cassidy M.J., Uzielli M. | |

Residual Soils and the Teaching of Soil Mechanics | Wesley L.D. | |

Application of The Tangent Modulus Method in Nonlinear Settlement Analysis of Sand Foundation | Yang G.-H., Luo Y.-D., Zhang Y.-C., Wang E.-Q. | |

Enhanced soil charaterization through advances in imaging technology | Ohm H.S, Hryciw R.D. | |

Soil-Geosynthetic interface shear strength by simple and direct shear tests | Vieira C.S., Lopes M.L., Caldeira L. | |

Modelling of wave-induced non linear dynamic soil response in vertical breakwaters foundation | Stickle M.M., Fuente de la P., Oteo C. | |

look into time dependent behaviour of clays at macro and micro scale | Yigit I., Cinicioglu S.F. | |

High speed railways earthworks maintenance | Talfumière V., Girier-Bichon C., Néel J.-B. | |

Seismic design of restrained rigid walls | Yi F. | |

Contents | ||

The Conference Program | ||

The Conference Committees | ||

Final communiqué from the 18th ICSMGE Organizing and Scientific Committees | V. Bernhardt, P. Delage, R. Frank, P. Mestat, J. Robert | |

The Conference sponsors | ||

The Technical Exhibition | ||

Conference Photo gallery | ||

List of participants | ||

ISSMGE Awards Recipients at the Paris Conference 2013 | Jean-Louis Briaud, Francois Schlosser, Esve Jacobs | |

French Innovations in Geotechnics: The National Research Projects | F. Schlosser, C. Plumelle, R. Frank, A. Puech, H. Gonin, F. Rocher-Lacoste, B. Simon, C. Bernardini | |

Minutes of the Council Meeting held at Sheraton Centre Toronto, Canada - Sunday, 2nd October 2011 | ||

Minutes of the Council Meeting held at the Palais de Congrès, Paris, France - Sunday, 1st September 2013 | ||

The 5th international Young Geotechnical Engineers’ Conference - iYGEC 2013 | Yu-Jun CUI | |

APPENDIX / 18th ICSMGE full detailed program booklet |