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Dynamic slope reliability analysis considering spatial variability of material parameters under action of mainshock-aftershock sequences
Resilience of Disaster Prevention Against Landslide and Debris Flow | 更新时间：2025-12-24

    • Dynamic slope reliability analysis considering spatial variability of material parameters under action of mainshock-aftershock sequences

    • “In the field of earthquake engineering, experts use the Newmark method and probability density evolution method to quantify the impact of aftershocks and spatial variability on the dynamic reliability of slopes, providing new ideas for evaluating the seismic performance of slopes.”
    • Journal of Civil and Environmental Engineering   Vol. 47, Issue 6, Pages: 1-12(2025)

    • DOI：10.11835/j.issn.2096-6717.2024.065    

      CLC： P642.22

    • Received：11 May 2024，

      Published：25 December 2025

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  • XU Bin,WANG Gan,PANG Rui.Dynamic slope reliability analysis considering spatial variability of material parameters under action of mainshock-aftershock sequences[J].Journal of Civil and Environmental Engineering,2025,47(06):1-12. DOI： 10.11835/j.issn.2096-6717.2024.065.

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Related Author

XU Bin
PANG Rui
ZHENG Kehong
GAN Jianjun
DENG Zhiping
PAN Min
ZENG Xiangwei
GU Xin

Related Institution

The State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology
School of Hydraulic Engineering; Jiangxi Key Laboratory of Structural Safety of Water Conservancy and Hydropower Engineering, Nanchang Institute of Technology
Research Center of Civil, Hydraulic and Power Engineering of Xizang, Xizang Agriculture and Animal Husbandry University, Linzhi 860000, Xizang
a. College of Water Conservancy and Civil Engineering
State Key Laboratory of Intelligent Geotechnics and Tunnelling, Shenzhen University
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