CFD-DEM modeling of suffusion effect on undrained behavior of internally unstable soils-Reference-Cited by-同舟云学术

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CFD-DEM modeling of suffusion effect on undrained behavior of internally unstable soils

Published:2020-10 Issue: Volume:126 Page:103692
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Hu Z.,Yang Z.X.,Zhang Y.D.

Funder

National Key R&D program of China

Natural Science Foundation of China

Sun Yat-sen University

China Scholarship Council

University of Colorado Boulder

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference56 articles.

1. Internal erosion and overtopping erosion of earth dams and landslide dams. Hong Kong;Chang,2012

2. Assessing the potential of internal instability and suffusion in embankment dams and their foundations;Wan;J. Geotech. Geoenvironmental. Eng.,2008

3. Comparison of two criteria for internal stability of granular soil;Li;Can. Geotech. J.,2008

4. Extended internal stability criteria for soils under seepage;Chang;Soils Found.,2013

5. A comparison of micromechanical assessments with internal stability/instability criteria for soils;Farahnak Langroudi;Powder Technol.,2015

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1. Two-dimensional experimental assessment of interaction energy-induced suffusion in sand–clay mixtures;Géotechnique;2024-08-02

2. Research Progress in Methods for the Analysis of the Internal Stability of Landslide Dam Soils;Applied Sciences;2024-08-01

3. Micromechanical analysis of contact erosion under cyclic loads using the coupled CFD–DEM method;Géotechnique;2024-07-19

4. Numerical study on the shear strength of granular materials under the low confining pressure;Soils and Foundations;2024-06

5. DEM investigation on flow instability of particulate assemblies under coupling between volumetric and axial strains;Acta Geotechnica;2024-05-08

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