Seepage Failure Analyses of Sandy Ground Using a Liquefaction Analysis Method Based on Finite Deformation Theory-Reference-Cited by-同舟云学术

Seepage Failure Analyses of Sandy Ground Using a Liquefaction Analysis Method Based on Finite Deformation Theory

Published:2001 Issue: Volume: Page:387-392
ISSN:
Container-title:Computational Mechanics–New Frontiers for the New Millennium
language:
Short-container-title:

Author:

Kodaka T.,Oka F.,Morimoto R.

Publisher

Elsevier

Reference6 articles.

1. Seepage failure experiments and their analyses of loose and medium dense sands;Asaoka;Soils and Foundations,1992

2. An analysis of seepage failure using an elasto-plastic constitutive equation and its application;Oka;Journal of Geotechnical Engineering, Proc. of JSCE,1994

3. FEM-FDM coupled liquefaction analysis of a porous soil using an elasto-plastic model;Oka;Applied Scientific Research,1994

4. Three-dimensional liquefaction analysis method and array record simulation in Great Hanshin earthquake;Taguchi,1997

5. A cyclic elasto-plastic constitutive model for sand considering a plastic-strain dependence of the shear modulus;Oka;Geotechnique,1999

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A coupled MPM-FDM for seepage failure analysis of saturated ground;Japanese Geotechnical Journal;2024-03-01

2. 2-D coupled fluid-particle numerical analysis of seepage failure of saturated granular soils around an embedded sheet pile with no macroscopic assumptions;Computers and Geotechnics;2021-08

3. Numerical simulation on undrained cylic triaxial test of soft marine clay considering end restrictions of soil specimen;Ocean Engineering;2020-11

4. Seepage failure by heave in sheeted excavation pits constructed in stratified cohesionless soils;Frontiers of Structural and Civil Engineering;2019-09-27

5. Critical Hydraulic Head Loss Inducing Failure of a Cofferdam Embedded in Horizontal Sandy Ground;Soil Mechanics and Foundation Engineering;2014-09