Effects of Stress Rotation and Changes of B-Values on Cross-Anisotropic Behavior of Natural, K0-Consolidated Soft Clay-Reference-Cited by-同舟云学术

Effects of Stress Rotation and Changes of B-Values on Cross-Anisotropic Behavior of Natural, K0-Consolidated Soft Clay

Published:2000-12 Issue:6 Volume:40 Page:93-105
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Lade Poul V.,Kirkgard Mark M.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference32 articles.

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4. The properties of San Francisco Bay Mud at Hamilton Air Force Base, California;Bonaparte,1979

5. Effects of rotation of the principal stress axes and of the intermediate principal stress on shear strength;Broms;Proc. 6th Int. Conf, on SMFE, Montreal, Canada,1965

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