Reliability Back Analysis of the Parameters of Rock Landslides with the Nonlinear Hoek-Brown Failure Criterion-Reference-Cited by-同舟云学术

Reliability Back Analysis of the Parameters of Rock Landslides with the Nonlinear Hoek-Brown Failure Criterion

Published:2024-05 Issue:5 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zuo Shi¹,Dai Zhiying²,Zhao Lianheng³^ORCID,Hu Shihong⁴,Huang Dongliang⁵^ORCID,Lv Guoshun⁴

Affiliation:

1. Lecturer, College of Civil Engineering, Changsha Univ., Changsha, Hunan 410022, China.

2. Senior Engineer, Shenzhen Transportation Design and Research Institute, Shenzhen 518003, China.

3. Professor, College of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China; Key Laboratory of Heavy-Haul Railway Engineering Structure, Ministry of Education, Central South Univ., Changsha, Hunan 410075, China; Hunan Provincial Key Laboratory for Disaster Prevention and Mitigation of Rail Transit Engineering Structure, Central South Univ., Changsha, Hunan 410075, China (corresponding author). ORCID: .

4. Ph.D. Student, College of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China.

5. Ph.D. Student, College of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9226

Reference76 articles.

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3. Nonlinear Mohr Envelopes Based on Triaxial Data

4. A relation between safety factors with respect to strength and height of slopes

5. A general analytical solution for Mohr’s envelope;Balmer G.;Proc. Am. Soc. Test Mater.,1952