Slope Stability Analysis Considering Different Contributions of Shear Strength Parameters-Reference-Cited by-同舟云学术

Slope Stability Analysis Considering Different Contributions of Shear Strength Parameters

Author:

Chen Yifan¹,Lin Hang²^ORCID,Cao Rihong³,Zhang Chunyang⁴

Affiliation:

1. Ph.D. Candidate, School of Resources and Safety Engineering, Central South Univ., Changsha, Hunan 410083, China.

2. Professor, School of Resources and Safety Engineering, Central South Univ., Changsha, Hunan 410083, China (corresponding author). ORCID: .

3. Associate Professor, School of Resources and Safety Engineering, Central South Univ., Changsha, Hunan 410083, China.

4. Associate Professor, School of Resources and Environment Engineering, Wuhan Univ. of Technology, Wuhan 430070, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

Reference37 articles.

3. Comparing a new double reduction method to classic strength reduction method for slope stability analysis;Bai B.;Rock Soil Mech.,2015

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