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Reliability analysis method for double-row pile slopes considering spatial variability of soil parameters
更新时间：2026-02-25

    • Reliability analysis method for double-row pile slopes considering spatial variability of soil parameters

    • “Experts propose an efficient method for analyzing the stability and reliability of double row pile slopes, using SIR dimensionality reduction, MARS modeling, and SS evaluation to verify its effectiveness and analyze the probability stability of double row pile slopes. This provides a new approach for analyzing the stability and reliability of double row pile reinforced slopes.”
    • Journal of Civil and Environmental Engineering   Pages: 1-14(2026)

    • DOI：10.11835/j.issn.2096-6717.2026.013    

      CLC： TU433

    • Received：17 October 2025，

      Online First：11 February 2026，

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  • LIU Xinwen,DENG Zhiping,PAN Min,et al.Reliability analysis method for double-row pile slopes considering spatial variability of soil parameters[J].Journal of Civil and Environmental Engineering, DOI：10.11835/j.issn.2096-6717.2026.013.

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Related Author

XU Bin
WANG Gan
PANG Rui
PANG Rui
XU Bin
ZHENG Kehong
GAN Jianjun
DENG Zhiping

Related Institution

State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology
School of Infrastructure Engineering, Dalian University of Technology
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
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