Work input for unsaturated soils considering interfacial effects
Author:
Affiliation:
1. School of Civil Engineering; Beijing Jiaotong University; Beijing China
2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics; Chinese Academy of Science; Wuhan China
Funder
National Natural Science Foundation of China
Fundamental Research Funds for the Central Universities
Publisher
Wiley
Subject
Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics
Reference62 articles.
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2. The work input to an unsaturated granular material;Houlsby;Géotechnique,1997
3. On the mechanical energy and effective stress in saturated and unsaturated porous continua;Borja;Int J Solids Struct,2006
4. Revisiting the thermodynamics of hardening plasticity for unsaturated soils;Coussy;Comput Geotech,2010
5. Work and energy equations and the principle of generalized effective stress for unsaturated soils;Zhao;Int J Numer Anal Methods Geomech,2010
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