A Novel Simple Solution to Cavity Expansion Problem in Crushable Granular Materials Based on Energy Dissipation Method-Reference-Cited by-同舟云学术

A Novel Simple Solution to Cavity Expansion Problem in Crushable Granular Materials Based on Energy Dissipation Method

Published:2022-02 Issue:2 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Luo Wei¹,Li Jiabao²,Zou Jinfeng³,Zhang Penghao⁴^ORCID,Rong Yao⁵

Affiliation:

1. Lecturer, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang, Jiangxi 330013, China; Engineering Research & Development Centre for Underground Technology of Jiangxi Province, Nanchang, Jiangxi 330013, China; Jiangxi Transportation Research Institute, Nanchang, Jiangxi 330200, China (corresponding author).

2. Postgraduate Student, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang, Jiangxi 330013, China.

3. Professor, School of Civil Engineering, Central South Univ., Hunan, Changsha 410075, China.

4. Postgraduate Student, School of Civil Engineering, Central South Univ., Hunan, Changsha 410075, China. ORCID: .

5. Professorate Senior Engineer, Jiangxi Transportation Research Institute, Nanchang, Jiangxi 330200, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002271

Reference46 articles.

1. A state parameter for sands

2. The critical state of sands

3. Undrained cavity expansion in modified Cam clay I: Theoretical analysis

4. Analysis of undrained cavity expansion in elasto-plastic soils with non-linear elasticity

5. Cavity expansion in cohesive frictional soils

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