您当前的位置：
首页 >
文章列表页 >
Reliability Analysis of Vertical Bearing Capacity for Bridge Pile Foundations in Permafrost Regions Considering the Parameter Variability
更新时间：2025-04-18

    • Reliability Analysis of Vertical Bearing Capacity for Bridge Pile Foundations in Permafrost Regions Considering the Parameter Variability

    • “Global warming has led to the degradation of permafrost over the years, affecting the bearing capacity of bridge pile foundations. Experts have explored the reliability of pile foundation bearing capacity under different frozen soil layer thicknesses through indoor experiments and finite element analysis, providing reference for bridge engineering safety.”
    • Advanced Engineering Sciences   Pages: 1-12(2025)

    • DOI：10.12454/j.jsuese.202400823    

      CLC： U443.15

    • Received：15 October 2024，

      Revised：21 March 2025，

      Published Online：17 April 2025，

    移动端阅览

  • ZUO Senhu,ZHANG Xiyin,LV Xuhao,et al.Reliability Analysis of Vertical Bearing Capacity for Bridge Pile Foundations in Permafrost Regions Considering the Parameter Variability[J].Advanced Engineering Sciences, DOI：10.12454/j.jsuese.202400823.

  •  
  •  

0

Views

0

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

Probability Estimation of Equivalent Shear Strengths for Rock Masses and Its Application in Reliability Analysis of Slope Stability
Reliability Analysis of Infinite Slopes Subjected to Seismic Loadings Considering Spatially Variable Shear Strength Parameters
Bearing Capacity of Skirted Suction Caissons Under Vertical Loading in Sand

Related Author

Fu Wenxi
ZHU Desheng
XIA Lei
KE Lijun
WANG Zhen
李大勇
黄婷
翟汉波

Related Institution

四川大学 水利水电学院
College of Civil Science and Eng., Yangzhou Univ.
School of Civil Eng., Southeast Univ.
山东省土木工程防灾减灾重点实验室
山东科技大学 土木工程与建筑学院
0