Generalized Consolidation Theory for Anisotropic Saturated Soils
Author:
Affiliation:
1. Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China (corresponding author).
2. Undergraduate Student, School of Civil Engineering, Central South Univ., Changsha 410075, China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000563
Reference12 articles.
1. General Theory of Three‐Dimensional Consolidation
2. Theory of Elasticity and Consolidation for a Porous Anisotropic Solid
3. Time dependent strain following faulting of a porous medium
4. Disturbed State Model for Porous Saturated Materials
5. Comparison of anisotropic rate-dependent models for modeling consolidation of soft clays;Karstunen M.;Int. J. Geomech.,2012
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