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Reliability Analysis of Unsaturated Earth-Rock Dam Slope Considering Multi-Parameter Spatial VariabilityChinese Full TextEnglish Full Text (MT)

DENG Zhiping;ZOU Yi;PAN Min;ZHENG Kehong;NIU Jingtai;JIANG Shuihua;School of Hydraulic Engineering, Nanchang Institute of Technology;School of Infrastructure Engineering, Nanchang University;

Abstract: Accurate slope reliability analysis of unsaturated earth and rock dams requires a combination of spatial variability in soil shear strength parameters and hydraulic parameters.Such multi-parameter problems often result in dimensional catastrophes due to too many variables discrete from the random field, and traditional analysis methods are difficult to apply.For this reason, the multivariate adaptive regression spline(MARS) method based on sliced inverse regression(SIR) is proposed to analyze th... More
  • DOI:

    10.16058/j.issn.1005-0930.2024.04.015

  • Series:

    (C) Architecture/ Energy/ Traffic/ Electromechanics, etc

  • Subject:

    Hydraulic and Hydropower Engineering

  • Classification Code:

    TV641

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