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    Upper-Bound Limit Analysis of Bearing Capacity and Failure Mode of Strip Footings Considering Cohesion and Friction Anisotropy

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 006::page 04026105-1
    Author:
    Jia, Xianlin
    ,
    Fu, Sai
    ,
    Liao, Dong
    ,
    Li, Baojian
    ,
    Yang, Zhongxuan
    DOI: 10.1061/IJGNAI.GMENG-13172
    Publisher: American Society of Civil Engineers
    Abstract: Abstract An upper-bound limit analysis is proposed to determine the failure mechanism and bearing capacity of strip footings on soil exhibiting anisotropy in both cohesion and friction. The failure mechanism consists of a series of rigid blocks, whose ...
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      Upper-Bound Limit Analysis of Bearing Capacity and Failure Mode of Strip Footings Considering Cohesion and Friction Anisotropy

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314062
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    • International Journal of Geomechanics

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    contributor authorJia, Xianlin
    contributor authorFu, Sai
    contributor authorLiao, Dong
    contributor authorLi, Baojian
    contributor authorYang, Zhongxuan
    date accessioned2026-08-20T21:10:24Z
    date available2026-08-20T21:10:24Z
    date copyright2026/04/10
    date issued2026
    identifier otherIJGNAI.GMENG-13172.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314062
    description abstractAbstract An upper-bound limit analysis is proposed to determine the failure mechanism and bearing capacity of strip footings on soil exhibiting anisotropy in both cohesion and friction. The failure mechanism consists of a series of rigid blocks, whose ...
    publisherAmerican Society of Civil Engineers
    titleUpper-Bound Limit Analysis of Bearing Capacity and Failure Mode of Strip Footings Considering Cohesion and Friction Anisotropy
    typeJournal Article
    journal volume26
    journal issue6
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-13172
    journal fristpage04026105-1
    journal lastpage04026105-15
    page15
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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