Non-probabilistic reliability analysis of slope based on multilateral convex set model
Resilience of Disaster Prevention Against Landslide and Debris Flow|更新时间:2025-12-24
|
Non-probabilistic reliability analysis of slope based on multilateral convex set model
“In the field of slope stability analysis, experts have proposed a non probabilistic reliability analysis method based on the polygonal convex set model, providing a new solution for slope stability assessment.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 6, Pages: 13-20(2025)
作者机构:
1.武汉工程大学 土木工程与建筑学院,武汉 430074
2.华中科技大学 土木与水利工程学院,武汉 430074
作者简介:
SHU Suxun (1987- ), PhD, associate professor, main research interest: geotechnical engineering risk assessment, E-mail: hustssx@163.com.
基金信息:
National Natural Science Foundation of China(52008319)
SHU Suxun,YANG Zhiquan,GONG Wenhui,et al.Non-probabilistic reliability analysis of slope based on multilateral convex set model[J].Journal of Civil and Environmental Engineering,2025,47(06):13-20.
SHU Suxun,YANG Zhiquan,GONG Wenhui,et al.Non-probabilistic reliability analysis of slope based on multilateral convex set model[J].Journal of Civil and Environmental Engineering,2025,47(06):13-20. DOI: 10.11835/j.issn.2096-6717.2025.055.
Non-probabilistic reliability analysis of slope based on multilateral convex set model