Two-Surface Plasticity Model for Cyclic Undrained Behavior of Clays-Reference-Cited by-同舟云学术

Two-Surface Plasticity Model for Cyclic Undrained Behavior of Clays

Published:2002-07 Issue:7 Volume:128 Page:613-626
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Li Tao¹,Meissner Helmut²

Affiliation:

1. Research Assistant, Institute of Soil Mechanics and Foundation Engineering, Faculty of Architecture, Town and Environmental Planning, Civil Engineering, Univ. of Kaiserslautern, 67663 Kaiserslautern, FR Germany.

2. Professor Dr.-Ing., Institute of Soil Mechanics and Foundation Engineering, Faculty of Architecture, Town and Environmental Planning, Civil Engineering, P.O. Box 3049, Univ. of Kaiserslautern, 67653 Kaiserslautern, FR Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282002%29128%3A7%28613%29

Reference33 articles.

1. Procedures for Elastoplastic Liquefaction Modeling of Sands

2. A Granular Material Model Based on Associated Flow Rule Applied to Monotonic Loading Behavior

3. Bounding Surface Plasticity. III: Application to Anisotropic Cohesive Soils

4. Correlation between G0 and τmax for Kaolinite Clay

5. A plasticity model for the mechanical behaviour of anisotropically consolidated clay

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