STRESS-STRAIN RELATIONSHIPS OF SAND BASED ON ELASTO-PLASTICITY THEORY
Author:
Publisher
Japan Society of Civil Engineers
Subject
General Earth and Planetary Sciences,General Environmental Science
Cited by 9 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. A SIMPLE CONSTITUTIVE EQUATION FOR SANDS AND CEMENT-TREATED SANDS WITH STRAIN-SOFTENING;Journal of Structural and Construction Engineering (Transactions of AIJ);2006
2. A NEW DOUBLE LOADING MODEL AND ANALYSIS OF BEARING CAPACITY ON SAND;Doboku Gakkai Ronbunshu;2002-06-21
3. A TRANSFORMED STRESS BASED ON EXTENDED SMP CRITERION AND ITS APPLICATION TO ELASTOPLASTIC MODEL FOR GEOMATERIALS;Doboku Gakkai Ronbunshu;2001-06-21
4. AN ANALYSIS OF SEEPAGE FAILURE USING AN ELASTO-PLASTIC CONSTITUTIVE EQUATION AND ITS APPLICATION;Doboku Gakkai Ronbunshu;1994-06-21
5. DEVELOPMENT OF A DOUBLE-HARDENING ELASTO-PLASTIC MODEL BASED ON σm-CONSTANT PLANE STRAIN TESTS;Doboku Gakkai Ronbunshu;1994-03-21
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