Numerical modeling of seepage and deformation of unsaturated slope subjected to post-earthquake rainfall-Reference-Cited by-同舟云学术

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Numerical modeling of seepage and deformation of unsaturated slope subjected to post-earthquake rainfall

Published:2022-08 Issue: Volume:148 Page:104791
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Xu Jiawei,Ueda Kyohei,Uzuoka Ryosuke

Funder

Japan Society for the Promotion of Science

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference97 articles.

1. A constitutive model for partially saturated soils;Alonso;Geotechnique,1990

2. Centrifuge model studies on performance of hybrid geosynthetic-reinforced slopes with poorly draining soil subjected to rainfall;Bhattacherjee;J. Geotech. Geoenviron. Eng.,2019

3. General theory of three-dimensional consolidation;Biot;J. Appl. Phys.,1941

4. Mechanics of deformation and acoustic propagation in porous media;Biot;J. Appl. Phys.,1962

5. Continuum deformation and stability analyses of a steep hillside slope under rainfall infiltration;Borja;Acta Geotech.,2010

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