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    Reliability Analysis of Single Pile in Spatially Variable Soil Based on Variance Reduction Method 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 002:;page 04024016-1
    Author(s): Xiaohui Tan; Pengfei Zhang; Xiaole Dong; Xin Lin; Zhitang Lu
    Publisher: ASCE
    Abstract: Soil has spatial variability, which means that soil properties at different locations are different but correlated. To represent the spatial variability of soil surrounding a pile, the random field method (RFM) is usually ...
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    Identification of Important Random Field Domain in Foundation Engineering through Reliability Sensitivity Analysis 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 006:;page 04024037-1
    Author(s): Xin Lin; Xiaohui Tan; Suozhu Fei; Zhihao Sun; Haichun Ma; Zhitang Lu
    Publisher: ASCE
    Abstract: In the random field model’s consideration of the spatial variability of soil, soil properties at different locations play different roles in the reliability analysis of the foundation. Investigating the importance distribution ...
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    Reliability Analysis and Design of Vertically Loaded Piles in Spatially Variable Soils 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 010:;page 04023175-1
    Author(s): Xiaole Dong; Xiaohui Tan; Xin Lin; Wei Guo; Fusheng Zha; Long Xu
    Publisher: ASCE
    Abstract: At present, the reliability analysis and design method of vertically loaded piles embedded in spatially variable soils is difficult to be applied in practical engineering due to the huge computation effort required. To ...
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