Three-dimensional discrete element analysis of triaxial tests and wetting tests on unsaturated compacted silt-Reference-Cited by-同舟云学术

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Three-dimensional discrete element analysis of triaxial tests and wetting tests on unsaturated compacted silt

Published:2018-05 Issue: Volume:97 Page:90-102
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Li Tao,Jiang Mingjing,Thornton Colin

Funder

China National Natural Science Foundation

State Key Lab. of Disaster Reduction in Civil Engineering

111 Project

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference51 articles.

1. Yielding and plastic behaviour of an unsaturated compacted silt;Cui;Géotechnique,1996

2. Overall volume change, water volume change, and yield associated with an unsaturated compacted loess;Chen;Can Geotech J,1999

3. Shear strength of a compacted residual soil from consolidated drained and constant water content triaxial tests;Rahardjo;Can Geotech J,2004

4. A constitutive model for partially saturated soils;Alonso;Géotechnique,1990

5. Insight into shear strength functions of unsaturated granulates by DEM analyses;Jiang;Comput Geotech,2004

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