Three-Dimensional State-Dependent Fractional Plasticity Model for Soils-Reference-Cited by-同舟云学术

Three-Dimensional State-Dependent Fractional Plasticity Model for Soils

Published:2020-02 Issue:2 Volume:20 Page:04019161
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Sun Yifei¹^ORCID,Gao Yufeng²,Song Shunxiang³,Chen Chen³

Affiliation:

1. Associate Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China; Humboldt Research Fellow, Faculty of Civil and Environmental Engineering, Ruhr-Universität Bochum, Bochum 44801, Germany. ORCID: .

2. Distinguished Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China (corresponding author).

3. M.Sc. Student, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001557

Reference62 articles.

1. Sand instability under constant shear drained stress path

2. Mechanics of the Interface Interaction between Hemp Fibers and Compacted Clay

3. Behavior of Railroad Ballast under Monotonic and Cyclic Loading

4. Cyclic loading of railway ballast under triaxial conditions and in a railway test facility

5. Bounding Surface Plasticity Model for Sands

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