Time-Dependent Elastoplastic Constitutive Equation Based on the Subloading Surface Model and Its Application to Soils-Reference-Cited by-同舟云学术

Time-Dependent Elastoplastic Constitutive Equation Based on the Subloading Surface Model and Its Application to Soils

Published:2000-08 Issue:4 Volume:40 Page:19-36
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Hashiguchi Koichi,Okayasu Takashi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference62 articles.

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2. Descriptive accuracy of several existing constitutive models for normally consolidated clays;Adachi;Proc. 5th Int. Conf. Numer. Meth. Geomech., Nagoya,1985

3. Constitutive equations for normally consolidated clay based on elasto-viscoplasticity;Adachi;Soils and Foundations,1982

4. A constitutive equation for normally consolidated clays;Adachi;Soils and Foundations,1974

5. A time-dependent bounding surface model for anisotropic cohesive soils;Al-Shamrani;Soils and Foundations,1998

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