Softening and deformation characteristics of Tianjin soft soil under principal stress rotation induced by traffic loading
Author:
Publisher
Elsevier BV
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference46 articles.
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4. Anisotropic and noncoaxial behavior of K0-consolidated soft clays under stress paths with principal stress rotation;Wang;J Geotech Geoenviron Eng,2019
5. Dynamic characteristics of a sandy seabed under storm wave loading considering the effect of principal stress rotation;Zhu;Eng Geol,2019
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