您当前的位置：
首页 >
文章列表页 >
Reliability Analysis of Infinite Slopes Subjected to Seismic Loadings Considering Spatially Variable Shear Strength Parameters
CIVIL ENGINEERING | 更新时间：2026-01-24

    • Reliability Analysis of Infinite Slopes Subjected to Seismic Loadings Considering Spatially Variable Shear Strength Parameters

    • “In the field of earthquake slope safety evaluation, experts have systematically studied the influence of horizontal and vertical seismic forces on the reliability of infinitely long slopes using random field methods and probability analysis, providing new ideas for earthquake slope stability evaluation.”
    • Advanced Engineering Sciences   Vol. 57, Issue 3, Pages: 106-114(2025)

    • DOI：Citation:10.12454/j.jsuese.202400017    

      CLC： TU43

    • Received：04 January 2024，

      Revised：2024-03-27，

      Published Online：08 April 2024，

      Published：20 May 2025

    移动端阅览

  • Zhu Desheng,Xia Lei,Ke Lijun,et al.Reliability analysis of infinite slopes subjected to seismic loadings considering spatially variable shear strength parameters[J].Advanced Engineering Sciences,2025,57(3):106‒114. DOI： Citation:10.12454/j.jsuese.202400017.

  •  
  •  

0

Views

154

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

Reliability Analysis of Infinite Slopes Subjected to Seismic Loadings Considering Spatially Variable Shear Strength Parameters
Probability Estimation of Equivalent Shear Strengths for Rock Masses and Its Application in Reliability Analysis of Slope Stability
Reliability Analysis of Vertical Bearing Capacity for Bridge Pile Foundations in Permafrost Regions Considering the Parameter Variability

Related Author

ZHU Desheng
XIA Lei
KE Lijun
WANG Zhen
Fu Wenxi
ZUO Senhu
ZHANG Xiyin
LV Xuhao

Related Institution

College of Civil Science and Eng., Yangzhou Univ.
School of Civil Eng., Southeast Univ.
四川大学 水利水电学院
School of Civil Engineering, Lanzhou Jiaotong University
0