Effective stress analysis for the seismic response of shallow foundations on liquefiable sand

Proceedings of the 6th European Conference on Numerical Methods in Geotechnical Engineering - Numerical Methods in Geotechnical Engineering

Volumn , Issue , 2006, Pages 211-216

  Andrianopoulos, K I ^a   Bouckovalas, G D ^a   Karamitros, D K ^a   Papadimitriou, A G ^a  

^a NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY VALUE PROBLEMS; FOUNDATIONS; GEOTECHNICAL ENGINEERING; GROUNDWATER; GROUNDWATER FLOW; NUMERICAL METHODS; SEISMIC RESPONSE; SOIL LIQUEFACTION; STRESS ANALYSIS;

BOUNDING SURFACE MODEL; CAPACITY DEGRADATION; CENTRIFUGE MODEL TEST; EFFECTIVE STRESS ANALYSIS; NUMERICAL METHODOLOGIES; PARAMETRIC -ANALYSIS; SHALLOW FOUNDATIONS; USER-DEFINED MODELING;

SAND;

EID: 56149098024     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9781439833766.ch31     Document Type: Conference Paper

References (11)

1. Andrianopoulos K.I., Papadimitriou A.G. & Bouckovalas G.D. (2006), "Implementation of bounding surface model for seismic response of sands", 4th International FLAC Symposium, Proceedings (to appear)
2. Arulmoli K., Muraleetharan K.K., Hossain M.M. & Fruth L.S. (1992), "VELACS: verification of liquefaction analyses by centrifuge studies; Laboratory Testing Program - Soil Data Report", Research Report, The Earth. Technology Corporation
3. Been K. & Jefferies M.G. (1985), "A state parameter for sands", Geotechnique, 35 (2), pp. 99-112
4. Bouckovalas G.D., Valsamis A.I. & Andrianopoulos K.I. (2005), "Pseudo static vs performance based seismic bearing capacity of footings on liquefiable soil", Proceedings of the TC4 Satellite Confer., 16th ICSMGE, Osaka, pp. 22-29
5. Cascone E. & Bouckovalas G. (1998), "Seismic bearing capacity of soils", Proceedings 11th European Conference in Earthquake Engineering, Paris, September
6. Liu L. & Dobry R. (1997), "Seismic response of shallow foundation on liquefiable sand", Journal of Geotech. & Geoenviron. Engrg., ASCE, Vol. 123 (6), pp. 557-567
7. Papadimitriou A.G., Bouckovalas G.D. & Dafalias Y.F. (2001), "Plasticity model for sand under small and large cyclic strains", J. Geotech. Geoenviron. Engng., ASCE, Vol. 127 (11), pp. 973-983
8. Papadimitriou A.G. & Bouckovalas G.D. (2002), "Plasticity model for sand under small and large cyclic strains: a multiaxial formulation", Soil Dynamics and Earthquake Engineering, Vol. 22, pp. 191-204
9. Sloan S.W., Abbo A.J. & Sheng D. (2001), "Refined explicit integration of elastoplastic models with automatic error control", Engineering Computations, Vol. 18(1/2), pp. 121-154
10. Itasca (2005), "Fast Lagrangian Analysis of Continua", Version 5
11. Meyerhoff G.G. & Hanna A.M. (1978), "Ultimate bearing capacity of foundations on layered soils under inclined load", Canadian Geotechnical Journal, Vol. 15 (4), pp. 565-572