Effects of Principal Stress Direction and Intermediate Principal Stress on Undrained Shear Behavior of Sand
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference23 articles.
1. A state parameter for sands;Been;Géotechnique,1985
2. Liquefaction of sands;Castro,1969
3. Undrained strength and stability analysis for a quick sand;Hanzawa;Soils and Foundations,1980
4. The development of a new hollow cylinder apparatus for investigating the effects of principal stress rotation in soils;Hight;Géotechnique,1983
5. Sand response to cyclic rotation of principal stress direction as induced by wave loads;Ishihara;Soils and Foundations,1983
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