Particle Breakage Model for Granular Geomaterials Considering Stress Paths-Reference-Cited by-同舟云学术

Particle Breakage Model for Granular Geomaterials Considering Stress Paths

Published:2023-12 Issue:12 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Luo Mingxing¹^ORCID,Zhang Jiru²^ORCID,Liu Xiaoxuan³,Zhong Li⁴

Affiliation:

1. Lecturer, School of Civil Engineering, Hubei Engineering Univ., Xiaogan 432000, China; School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan 430070, China; Lecturer, Hubei Small Town Development Research Center, Hubei Engineering Univ., Xiaogan 432000, China. ORCID: .

2. Professor, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan 430070, China (corresponding author). ORCID: .

3. Ph.D. Candidate, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan 430070, China.

4. Experimentalist, School of Civil Engineering, Hubei Engineering Univ., Xiaogan 432000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8776

Reference75 articles.

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

2. Experimental study on particle breakage of carbonate gravels under cyclic loadings through large-scale triaxial tests

3. Shear Strength and Stiffness of Sands Containing Plastic or Nonplastic Fines

4. A Constitutive Model for Crushed Granular Aggregates Which Includes Suction Effects

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

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