Unified hardening (UH) constitutive theory for soils and its engineering application

Author:

YAO YangPing

Publisher

Science China Press., Co. Ltd.

Subject

Computer Networks and Communications,Control and Systems Engineering

Reference64 articles.

1. Yao Y P, Zhang B Y, Zhu J G. Behaviors, constitutive models and numerical simulation of soils (in Chinese). China Civil Eng J, 2012, 45: 127–150 [姚仰平, 张丙印, 朱俊高. 土的基本特性、本构关系及数值模拟研究综述. 土木工程学报, 2012, 45: 127–150].

2. Terzaghi K. Theoretical Soil Mechanics. New York: John Wiley & Sons, 1943.

3. Drucker D C, Gibson R E, Henkel D J. Soil mechanics and work-hardening theories of plasticity. T Am Soc Civ Eng, 1957, 122: 338-346.

4. Roscoe K H, Schofield A N, Thurairajah A. Yielding of clays in states wetter than critical. Géotechnique, 1963, 13: 211-240.

5. Duncan J M, Chang C Y. Nonlinear analysis of stress and strain in soils. J Soil Mech Found Div, 1970, 96: 1629-1653.

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