您当前的位置:
首页 >
文章列表页 >
Research and Application of Planar Sliding Limit Inclination of Layered Rock Slopes Based on Nonlinear B-B Criterion
更新时间:2025-10-11
    • Research and Application of Planar Sliding Limit Inclination of Layered Rock Slopes Based on Nonlinear B-B Criterion

    • In the field of rock slope stability analysis, experts have proposed an analytical method for the plane sliding limit inclination angle α cr of layered rock slopes based on the nonlinear Barton Bandis criterion, providing a theoretical basis for optimizing slope design and ensuring mine safety production.
    • Advanced Engineering Sciences   Pages: 1-17(2025)
    • DOI:10.12454/j.jsuese.202500437    

      CLC: TU457
    • Received:10 June 2025

      Published Online:28 September 2025

    移动端阅览

  • JI Jianghu,LI Kegang,ZHANG Xiaoqiang,et al.Research and Application of Planar Sliding Limit Inclination of Layered Rock Slopes Based on Nonlinear B-B Criterion[J].Advanced Engineering Sciences, DOI:10.12454/j.jsuese.202500437.XXXX,XX(XX):1‒17.

  •  
  •  

0

Views

0

下载量

0

CNKI被引量

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Modelling of Coupled Process of Rainfall Infiltration and Internal Erosion Within Unsaturated Deposited Soil Slopes
Probability Estimation of Equivalent Shear Strengths for Rock Masses and Its Application in Reliability Analysis of Slope Stability
Stability Analysis of Slopes Reinforced with Pre-tensioned Cables by Limit Analysis Method
Bayes Discriminant Analysis Method and Its Application for Prediction of Slope Stability

Related Author

Zongji YANG
Lizhou WU
Siming HE
Enlong LIU
Xiaoqin LEI
Fu Wenxi
徐骏
李新坡

Related Institution

School of Water Resource & Hydropower, Sichuan Univ.
Inst. of Mountain Hazards and Environment, CAS
State Key Lab. of Geohazard Prevention and Geoenvironment Protection, Chengdu Univ. of Technol.
四川大学 水利水电学院
中国科学院 成都山地灾害与环境研究所四川
0