Simulation of undrained quasi-saturated soil with pore pressure measurements using a discrete element (DEM) algorithm-Reference-Cited by-同舟云学术

Simulation of undrained quasi-saturated soil with pore pressure measurements using a discrete element (DEM) algorithm

Published:2020-10 Issue:5 Volume:60 Page:1097-1111
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Kuhn Matthew R.,Daouadji Ali

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference70 articles.

1. ASTM, 2004. D-4767: Standard test method for consolidated undrained triaxial compression test for cohesive soils. Tech. rep., ASTM International, West Conshohocken, PA.

2. Stress and strain in granular assemblies;Bagi;Mech. Mater.,1996

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. The elastic coefficients of the theory of consolidation;Biot;J. Appl. Mech.,1957

Cited by 13 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. Flexible membrane boundary condition DEM-FEM for drained and undrained monotonic and cyclic triaxial tests;Granular Matter;2024-09-13

2. A Unified Analytical Model for Undrained Compressibility Behavior of Foam-Conditioned Coarse-Grained Soils Based on Effective Stress Analysis;International Journal of Geomechanics;2024-05

3. Anisotropy state variable based on phase transformation for generalized plasticity constitutive model;Acta Geotechnica;2023-12-31

4. Numerical simulation of biaxial undrained shear test based on fluid–solid coupling DEM method;Computers and Geotechnics;2023-12

5. Advances in Coupling Computational Fluid Dynamics and Discrete Element Method in Geotechnical Problems;Geotechnics;2023-11-01