Numerical Simulation of the Effect of Void Direction and Volume on the Strength of Cemented Soil-Reference-Cited by-同舟云学术

Numerical Simulation of the Effect of Void Direction and Volume on the Strength of Cemented Soil

Published:2022-03 Issue:3 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Park Sung-Sik¹,Tran Dong-Kiem-Lam²^ORCID,Doan Nhat-Phi³^ORCID

Affiliation:

1. Dept. of Civil Engineering, Kyungpook National Univ., Daegu 41566, Republic of Korea.

2. Dept. of Civil Engineering, Kyungpook National Univ., Daegu 41566, Republic of Korea. ORCID: .

3. Dept. of Civil Engineering, Industrial Univ. of Ho Chi Minh City, Ho Chi Minh City 71408, Vietnam. ORCID: (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002319

Reference27 articles.

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2. Discrete Element Methods

3. Cundall, P. A. 1971. “A computer model for simulating progressive, large-scale movement in blocky rock system.” In Proc., of the Int. Symp. on Rock Mechanics. Lisbon, Portugal: International Society for Rock Mechanics (ISRM).

4. Distinct element models of rock and soil structure;Cundall P. A.;Anal. Comput. Methods Eng. Rock Mech.,1987

5. A discrete numerical model for granular assemblies

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