Reliability analysis by considering spatial variability of unsaturated hydraulic conductivity under rainfall and reservoir water level fluctuation
Civil Engineering|更新时间:2024-05-22
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Reliability analysis by considering spatial variability of unsaturated hydraulic conductivity under rainfall and reservoir water level fluctuation
“In the field of slope stability analysis, experts have established a method for analyzing the stability of unsaturated soil slopes based on Bayesian calibration of multiple hydraulic parameters combined with random fields, providing a solution for evaluating the stability of Ganjiang reservoir bank slopes.”
Journal of Civil and Environmental EngineeringVol. 46, Issue 3, Pages: 61-72(2024)
作者机构:
1.华东交通大学 江西省岩土工程基础设施安全与控制重点实验室,南昌 330013
2.江西交通职业技术学院,南昌 330013
3.浙江大学 滨海和城市岩土工程研究中心,杭州 310058
4.上海大学 力学与工程科学学院,上海 200444
作者简介:
LIU Wei (1979- ), PhD candidate, associate professor, main research interests: geotechnical mechanical tests and slope analysis, E-mail: jxlw1979@163.com.
The NationalScienceFundfor Distinguished YoungScholars(51725802);Science and Technology Project of Jiangxi Provincial Department of Transportation(2021H0037)
LIU Wei,XU Changjie,HU Shitao,et al.Reliability analysis by considering spatial variability of unsaturated hydraulic conductivity under rainfall and reservoir water level fluctuation[J].Journal of Civil and Environmental Engineering,2024,46(03):61-72.
LIU Wei,XU Changjie,HU Shitao,et al.Reliability analysis by considering spatial variability of unsaturated hydraulic conductivity under rainfall and reservoir water level fluctuation[J].Journal of Civil and Environmental Engineering,2024,46(03):61-72. DOI: 10.11835/j.issn.2096-6717.2023.034.
Reliability analysis by considering spatial variability of unsaturated hydraulic conductivity under rainfall and reservoir water level fluctuation