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