Author： Zhang Kunyong
Publisher： Taylor & Francis Ltd
ISSN： 1392-3730
Source： Journal of Civil Engineering and Management, Vol.18, Iss.6, 2012-12, pp. : 802-810
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Abstract
A modified anisotropic elasto-plastic model is presented in this paper based on the frame work of Modified Cam-clay model and Original Sekiguchi-Ohta model by applying a new stress ratio parameter, through which the yield locus and hardening axis in the
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