Constitutive Modeling of Coarse-Grained Materials Incorporating the Effect of Particle Breakage on Critical State Behavior in a Framework of Generalized Plasticity-Reference-Cited by-同舟云学术

Constitutive Modeling of Coarse-Grained Materials Incorporating the Effect of Particle Breakage on Critical State Behavior in a Framework of Generalized Plasticity

Published:2017-05 Issue:5 Volume:17 Page:04016113
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Mengcheng¹,Gao Yufeng²

Affiliation:

1. Professor, College of Architecture and Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, China.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000759

Reference88 articles.

1. Nonlinear Mohr Envelopes Based on Triaxial Data

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

3. Hypoplastic modelling of moisture-sensitive weathered rockfill materials

4. Hypoplastic constitutive modeling of wetting deformation of weathered rockfill materials

5. Gold tailings liquefaction under critical state soil mechanics

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