Prediction of pile response to lateral spreading by 3-D soil–water coupled dynamic analysis: Shaking in the direction of ground flow
Authors:
- M. CubrinovskiMCM. Cubrinovski
- R. UzuokaRUR. Uzuoka
- H. SugitaHSH. Sugita
- K. TokimatsuKTK. Tokimatsu
- M. SatoMSM. Sato
- K. IshiharaKIK. Ishihara
- Y. TsukamotoYTY. Tsukamoto
- T. KamataTKT. Kamata
- 1 June 2008
- journal article
- Published by Elsevier in Soil Dynamics and Earthquake Engineering
- Vol. 28 (6) , 421-435
Abstract
No abstract availableFunding Information
- Ministry of Education, Culture, Sports, Science and Technology
- National Research Institute for Earth Science and Disaster Prevention
This publication has 7 references indexed in Scilit:
- State Concept and Modified Elastoplasticity for Sand ModellingSoils and Foundations, 1998
- Modelling of Sand Behaviour Based on State ConceptSoils and Foundations, 1998
- Model for the Deformation of Sand During Rotation of Principal Stress DirectionsSoils and Foundations, 1993
- Liquefaction and flow failure during earthquakesGéotechnique, 1993
- Cyclic Undrained Triaxial and Torsional Shear Strength of Sands for Different Sample Preparation MethodsSoils and Foundations, 1986
- Dynamic behaviour of saturated porous media; The generalized Biot formulation and its numerical solutionInternational Journal for Numerical and Analytical Methods in Geomechanics, 1984
- Theory of Propagation of Elastic Waves in a Fluid-Saturated Porous Solid. I. Low-Frequency RangeThe Journal of the Acoustical Society of America, 1956