Constitutive Model of Granular Soils Using Fractional-Order Plastic-Flow Rule-Reference-Cited by-同舟云学术

Constitutive Model of Granular Soils Using Fractional-Order Plastic-Flow Rule

Published:2017-08 Issue:8 Volume:17 Page:04017025
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Sun Yifei¹,Shen Yang²

Affiliation:

1. Research Fellow, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China (corresponding author).

2. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation 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.1943-5622.0000904

Reference36 articles.

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

2. The Influence of Particle Breakage on the Location of the Critical State Line of Sands

3. Bounding Surface Plasticity Model for Sands

4. Isotropic–kinematic hardening model for coarse granular soils capturing particle breakage and cyclic loading under triaxial stress space

5. Plastic Internal Variables Formalism of Cyclic Plasticity

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