General Strength Criterion for Geomaterials Including Anisotropic Effect
Author:
Affiliation:
1. Faculty of Engineering, Univ. of Wollongong, NSW 2522, Australia (corresponding author).
2. Faculty of Engineering, Univ. of Wollongong, NSW 2522, Australia,
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000082
Reference58 articles.
1. Arthur J. R. F. (1988). “Cubical devices: Versatility and constraints.” Advanced Triaxial Testing of Soils and Rocks ASTM/STP977 Donaghe eds. West Conshohocken PA 743–765.
2. Evaluation of Time-Dependent Behavior of Soils
3. Induced anisotropy during plastic straining
4. A rule of anisotropic hardening
5. A state parameter for sands
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