Viscoplasticity of Normally Consolidated Clays

Author:

Ansal Atilla M.1,Krizek Raymond J.2,Bažant Zdeněk P.2

Affiliation:

1. Asst. Prof. of Geotechnical Engrg.; Macka Civ. Engrg. School, Istanbul Technical Univ., Istanbul, Turkey; formerly, Post-doctoral Research Fellow, Dept. of Civ. Engrg., Northwestern Univ., Evanston, Ill

2. Prof. of Civ. Engrg.; Northwestern Univ., Evanston, Ill

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Engineering

Cited by 5 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. Microplane Model for Triaxial Deformation of Saturated Cohesive Soils;Journal of Geotechnical Engineering;1991-06

2. Transitional Yielding Model for Clay;Journal of Geotechnical Engineering;1986-02

3. Permanent Displacement of Sand With Cyclic Loading;Journal of Geotechnical Engineering;1984-11

4. Hysteretic Endochronic Theory for Sand;Journal of Engineering Mechanics;1983-08

5. A constitutive model for the mechanical properties of rock;International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts;1982-06

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