1398
Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
soil type, stone columns allow to reduce the risk of
liquefaction by drainage, stress concentration or compaction;
high-condensed soil pillows improve the bearing capacity
and reduce the compressibility of soils.
Seismic isolation techniques
: a screening system for
vibrations/seismic waves is proposed; synthetic liners are
proposed to isolate an embankment having a bridge pier on
top (sliding motion is thus allowed).
Piles and foundations
: for open-ended piles, new equations
are proposed to estimate the skin friction and end bearing
factor from the plug length ratio; performance-based Limit
States Design including soil-foundation-structure interaction
allows to reduce the foundation seismic and the pile length;
the design of windmill foundations may be optimized
accounting for the soil type (e.g. skirt around shallow
foundations, floating piles in loess); the effect of the loading
history on soil-structure systems is assessed by the Dynamic
Hereditary creep theory and vibrostamp experiments.
Numerical modelling
: 3D FEM simulations are performed to
assess the influence of spacing in multi-arch culverts; earth
pressure coefficients on vertical rigid walls are computed by
a 3D limit analysis approach for various aspect ratios and
compared to 2D values; the 3D response of a suspension
bridge anchor block to oblique-slip fault movement is
modelled by the FEM, it evidences a kinematic constraint to
the propagating fault; the dynamic behaviour of a 3D soil-
foundation-building system is studied by the FEM, the forces
along the piles may significantly exceed that at the pile heads
in layered soils.
11 LIST OF PAPERS
1676: S. Brûlé, E. Javelaud, S. Guenneau, S. Enoch, Vers les
métamatériaux sismiques (Towards seismic metamaterials).
1697: J.F. Serratrice, Méthode simplifiée de calcul d'une paroi sous
séisme (Simplified seismic wall stability analysis).
1745: F.Z. Zerfa, Analyse sismique couplée des sols renforcés par
inclusions rigides (Coupled dynamic analysis of soils reinforced
with stiff columns).
1759: B. Cerfontaine, R. Charlier, F. Collin., Possibilities and
limitations of the Prevost model for the modelling of cohesionless
soil cyclic behavior.
1766: G. Gottardi, C. Madiai, M. Marchi, L. Tonni, G. Vannucchi,
Methodological approach for the stability analysis of the Po river
banks.
1878: S. Lambert, Colonne à Module Mixte sous des sollicitations
statiques et dynamiques : étude expérimentale (Mixed Module
Columns under static and dynamic load. Experimental study).
1886: S. Lambert, Evaluation de la réduction du risque de liquéfaction
par des colonnes ballastées (Evaluation of liquefaction mitigation
by stone columns).
2072: S.R. Gudavalli, O. Safaqah, H. Seo, Effect of soil plugging on
axial capacity of open-ended pipe piles in sands.
2080: R. Usmanov, The device of the bases and foundation in the
conditions of weak soil and high seismicity activity of the Republic
of Tajikistan.
2153: A.K. Tsatsis, I.C. Anastasopoulos, F.L. Gelagoti, R.S.
Kourkoulis., Effectiveness of In-soil Seismic Isolation taking
account of Soil-Structure Interaction.
2250: M. Shinoda, S. Nakajima, H. Nakamura, T. Kawai, S. Nakamura,
Shaking table test of large-scaled slope model subjected to
horizontal and vertical seismic loading using E-Defense.
2293: K. Nakai, B. Xu, T. Takaine, Seismic stability assessment of a
steel plate fabricated column constructed on liquefiable grounds
with different soil-layer profiles.
2299: Y. Sawamura, K. Kishida, M. Kimura, Dynamic behavior of
multi-arch culverts embankment considering the installation
interval of consecutive arch culverts.
2337: R. Shimizu, S. Yamada, Effect of Seismic Waves with Different
Dominant Frequencies on the Delayed Failure Behavior of a Soil
Structure-Ground System.
2360: A. Hettler, St. Danne, Strain Response Envelopes for low cycle
loading processes.
2441: D. Yang, Performance-based foundation design for seismically
induced forces and displacements of major cable-stayed bridges.
2571: A. Srivastava, G. L. Sivakumar Babu, Stability analysis of earth
dams under static and earthquake loadings using geosynthetics as a
seepage barrier.
2628: V.A. Khomyakov, Ensuring stability of boards of deep ditches in
seismic regions.
2630: D.W. Chang, S.H. Sung, S.M. Lee, A. Zhussupbekov,
E. Saparbek., On Seismic Performance and Load Capacities for Pile
Design.
2751: A. Athanasopoulos-Zekkos, R.B. Seed, Seismic Slope Stability of
Earthen Levees.
2818: A.B. Fourie, J H Palma, G Villavicencio and R Espinace, Risk
minimisation in construction of upstream tailings storage facilities
based on in-situ testing.
2846: T. Santana, N.M.C. Guerra, A.N. Antão, M.Vicente da Silva,
Three-dimensional seismic active earth pressure coefficients using
upper bound numerical limit analysis: a few preliminary results.
2895: M.P. Santisi L. Lenti, J.F. Semblat, Modélisation 1D-
3Composantes de la réponse sismique d'une colonne de sol
multicouche à comportement non linéaire (1D-3Component seismic
response modelling of a multilayer nonlinear soil profile).
2918: V.A. Rinaldi, R. Viguera, Pseudo-static Pile Load Test:
Experience on Pre-bored and Large Diameter Piles.
2932: O. Kegyes-Brassai, R.P. Ray, Applying Two Earthquake Risk
Analysis Methods to A Town In Hungary.
3013: S.H. Tabatabaie, M. Hassanlourad, M. Yazdanparast,
A. Mohammadi, Evaluation of effective parameters on soil layers
seismic amplification ratios (A case study of Bam earthquake).
3031: D. Vintila, D. Tenea, A. Chirica, Foundation conditions analysis
for some eolian power units corresponding to the seismic loads
influence.
3052: B.B. Avar, A.H. Augustesen, T. Kasper, J.S. Steenfelt, 3D
numerical analysis of a suspension bridge anchor block to oblique-
slip fault movement.
3064: I.P. Boyko, O.S. Sakharov, V.O. Sakharov, Behavior of a multi-
story building under seismic loads when taking into account the
viscoplasticity of the soil base.
3065: V.G. Taranov, V.A. Aleksandrovych, I.Ia. Luchkovskyi, S.A.
Plashchev, N.V. Kornienko, Structure-soil massif system behavior
features via static & dynamic loads.
3086: A.M. Barchiesi, C. Mancipe-Herrera, Seismic site effects in the
city of Mendoza and surroundings (Argentina).
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Earthquake
Spectra
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Anastasopoulos I., Gazetas G., Loli M., Apostolou M., Gerolymos N.
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Structures,
Bulletin of Earthquake Eng.
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Soils & Foundations
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Chang, D.W., Yang, T.Y. and Yang, C.L. 2010. Seismic Performance of
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Engineering
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Soils and Foundations
38 (1), 163-179.
Paik, K. and Salgado, R., 2003. Determination of bearing capacity of
open-ended piles in sand.
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Prévost J. H., 1978. Plasticity theory for soils stress-strain behavior.
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Robertson P.K. 2009. Interpretation of cone penetration tests – a unified
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earthquakes, traffic, shocks, construction works
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engineering
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