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    Probabilistic Analysis of the Undrained Bearing Capacity of Rectangular Footings on Three-Dimensional Spatially Variable Clay

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 003::page 04025045-1
    Author:
    Shen, Zhichao
    ,
    Chen, Hongzhen
    ,
    Wang, Le
    ,
    Tian, Yinghui
    DOI: 10.1061/AJRUA6.RUENG-1614
    Publisher: American Society of Civil Engineers
    Abstract: AbstractMost prior research on the bearing capacity of rectangular footings has predominantly concentrated on soils with deterministic properties. In practical scenarios, soils are characterized with spatial variability due to their historic geological ...
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      Probabilistic Analysis of the Undrained Bearing Capacity of Rectangular Footings on Three-Dimensional Spatially Variable Clay

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    contributor authorShen, Zhichao
    contributor authorChen, Hongzhen
    contributor authorWang, Le
    contributor authorTian, Yinghui
    date accessioned2026-08-20T12:09:17Z
    date available2026-08-20T12:09:17Z
    date copyright2025/06/14
    date issued2025
    identifier otherAJRUA6.RUENG-1614.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313158
    description abstractAbstractMost prior research on the bearing capacity of rectangular footings has predominantly concentrated on soils with deterministic properties. In practical scenarios, soils are characterized with spatial variability due to their historic geological ...
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Analysis of the Undrained Bearing Capacity of Rectangular Footings on Three-Dimensional Spatially Variable Clay
    typeJournal Article
    journal volume11
    journal issue3
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.RUENG-1614
    journal fristpage04025045-1
    journal lastpage04025045-11
    page11
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 003
    contenttypeFulltext
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