Upper-Bound Limit Analysis of Rock Slope Stability with Tensile Strength Cutoff Based on the Optimization Strategy of Dividing the Tension Zone and Shear Zone-Reference-Cited by-同舟云学术

Upper-Bound Limit Analysis of Rock Slope Stability with Tensile Strength Cutoff Based on the Optimization Strategy of Dividing the Tension Zone and Shear Zone

Published:2022-05 Issue:5 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Dejian¹,Jia Wentao²,Zhao Lianheng³,Cheng Xiao⁴,Zhang Yingbin⁵,Fu Haiying⁵,Ye Bin⁶,Zheng Lu⁷

Affiliation:

1. Lecturer, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China; Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, China.

2. M.S. Student, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China.

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

4. Lecturer, MOE Key Laboratory of Deep Earth Science and Engineering, Institute for Disaster Management and Reconstruction, Sichuan Univ., Chengdu, Sichuan 610065, China.

5. Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China.

6. Professor, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education; School of Civil Engineering, Tongji Univ., Shanghai 200092, China.

7. Associate Professor, School of Civil Engineering, Fuzhou Univ., Fuzhou 350108, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002366

Reference37 articles.

1. Elastic stress control on the pattern of tensile fracturing around a small fault network at Nash Point, UK

2. An extension of the Griffith theory of fracture to rocks

3. Earthquake-induced slope displacements in heterogeneous soils with tensile strength cut-off

4. Chen, W. F. 1975. Limit analysis and soil plasticity. Amsterdam, Netherlands: Elsevier.

5. Critical position of tensile cracks and stability analysis in slope near river;Deng D. P.;J. Cent. South Univ.,2013

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