Kinematic hardening predictions of large stress-reversals in 3-D test on loose sand
Author:
Publisher
Elsevier BV
Subject
Computer Science Applications,Geotechnical Engineering and Engineering Geology
Reference18 articles.
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3. Characterization of failure in cross-anisotropic soils;Abelev;ASCE J Eng Mech,2004
4. Boonyachut S. Experimental study of the behavior of cohesionless soil during stress reversals. Ph.D. thesis. University of California: Los Angeles; 1976.
5. Predictions of large stress reversals in true triaxial tests on cross-anisotropic sand;Gutta;Int J Numer Anal Meth Geomech,2009
Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Analysis of Strength Characteristics for Granular Materials Based on Discrete Element Simulation;Springer Proceedings in Physics;2016-12-02
2. Simulation of strength characteristics of granular materials in true triaxial test for different stress paths and its mesoscopic mechanism analysis;ROCK SOIL MECH;2016
3. An Elastoplastic Model for Coarse Grained Soils Obeying Lade's Dilatancy Rule;Advanced Materials Research;2013-12
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