Reliability analysis of bank slope stability in the Heishui River under combined effects of reservoir water level changes and rainfall
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Reliability analysis of bank slope stability in the Heishui River under combined effects of reservoir water level changes and rainfall
“In the field of slope stability analysis, experts used the stochastic finite difference method based on measured data to analyze the effects of changes in reservoir water level and rainfall on slope stability, providing a new method for slope stability assessment.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 6, Pages: 43-51(2025)
作者机构:
1.重庆大学 土木工程学院,重庆 400045
2.河海大学 岩土力学与堤坝工程教育部重点实验室,南京 210024
3.极端环境岩土和隧道工程智能建养全国重点实验室(深圳大学),广东 深圳 518060
4.西藏农牧学院,水利土木工程学院,西藏 林芝 860000
5.西藏农牧学院,西藏土木水利电力工程技术研究中心,西藏 林芝 860000
作者简介:
ZHANG Wengang (1983- ), PhD, professor, main research interest: reliability analysis in geotechnical engineering, E-mail: zhangwg@cqu.edu.cn.
GU Xin , PhD, E-mail: guxin@cqu.edu.cn.
基金信息:
Science and Technology Research Program of Chongqing Municipal Education Commission(HZ2021001);Transport Science and Technology Program in Sichuan Province(2018-ZL-01);Science and Technology Program of Yangtze River Chongqing Navigation Engineering Bureau(H20230330)
ZHANG Wengang,RAN Bo,GU Xin,et al.Reliability analysis of bank slope stability in the Heishui River under combined effects of reservoir water level changes and rainfall[J].Journal of Civil and Environmental Engineering,2025,47(06):43-51.
ZHANG Wengang,RAN Bo,GU Xin,et al.Reliability analysis of bank slope stability in the Heishui River under combined effects of reservoir water level changes and rainfall[J].Journal of Civil and Environmental Engineering,2025,47(06):43-51. DOI: 10.11835/j.issn.2096-6717.2024.077.
Reliability analysis of bank slope stability in the Heishui River under combined effects of reservoir water level changes and rainfall
Probabilistic stability analysis of slope considering spatial variability of parameters under random rainfall
Experimental and numerical analysis of rainfall infiltration on slopes considering gravel shape
Dynamic slope reliability analysis considering spatial variability of material parameters under action of mainshock-aftershock sequences
Analysis on slope reliability considering anisotropic spatial variability of soil parameters
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