NUMERICAL ANALYSES ON PROGRESSIVE FAILURE OF SLOPE DUE TO HEAVY RAIN WITH 2D AND 3D FEM
Authors:
Open Access
- 1 January 2005
- journal article
- Published by The Japanese Geotechnical Society in Soils and Foundations
- Vol. 45 (2) , 1-15
Abstract
Japan's largest platform for academic e-journals: J-STAGE is a full text database for reviewed academic papers published by Japanese societiesKeywords
This publication has 13 references indexed in Scilit:
- Numerical Analysis of a Large-Scale Slope Failure2001
- Progressive Failure of Heavily Overconsolidated ClaysSoils and Foundations, 1999
- Finite element analysis of progressive failure of Carsington embankmentGéotechnique, 1990
- An Isotropic Hardening Elastoplastic Model for Sand Considering the Stress Path Dependency in Three-Dimensional StressesSoils and Foundations, 1989
- A Generalized Elastoplastic Constitutive Model for Clay in Three-Dimensional StressesSoils and Foundations, 1986
- SLOPE FAILURE DUE TO SEEPAGE OF RAINWATERProceedings of the Japan Society of Civil Engineers, 1983
- MECHANICAL PROPERTIES AND FAILURE CRITERION OF SOFT SEDIMENTARY ROCKProceedings of the Japan Society of Civil Engineers, 1980
- NUMERICAL ANALYSIS OF MULTI-DIMENSIONAL CONSOLIDATION ACCOMPANIED WITH ELASTO-PLASTIC CONSTITUTIVE EQUATIONProceedings of the Japan Society of Civil Engineers, 1978
- PORE PRESSURE CAUSED BY RAIN WATER PERMEATION AND STABILITY OF EARTH SLOPEProceedings of the Japan Society of Civil Engineers, 1977
- Stress analysis and slope stability in strain-softening materialsGéotechnique, 1973