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    Cumulative Water-Weakening Effect on Shear Strength of Granite Residual Soils Subjected to Wetting–Drying Cycles

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008::page 04025161-1
    Author:
    Lin, Peiyuan
    ,
    Liu, Tong
    ,
    Ding, Meiyue
    ,
    Ding, Qingfeng
    ,
    Chen, Xianying
    DOI: 10.1061/IJGNAI.GMENG-11098
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Granite residual soils (GRS) are often encountered in geotechnical projects in the Guangdong–Hong Kong–Macao Greater Bay Area (briefly written as the Greater Bay Area, or abbreviated as GBA). The rea experiences frequent rainfall, leading to ...
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      Cumulative Water-Weakening Effect on Shear Strength of Granite Residual Soils Subjected to Wetting–Drying Cycles

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4311937
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    • International Journal of Geomechanics

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    contributor authorLin, Peiyuan
    contributor authorLiu, Tong
    contributor authorDing, Meiyue
    contributor authorDing, Qingfeng
    contributor authorChen, Xianying
    date accessioned2026-08-20T11:15:52Z
    date available2026-08-20T11:15:52Z
    date copyright2025/06/03
    date issued2025
    identifier otherIJGNAI.GMENG-11098.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311937
    description abstractAbstract Granite residual soils (GRS) are often encountered in geotechnical projects in the Guangdong–Hong Kong–Macao Greater Bay Area (briefly written as the Greater Bay Area, or abbreviated as GBA). The rea experiences frequent rainfall, leading to ...
    publisherAmerican Society of Civil Engineers
    titleCumulative Water-Weakening Effect on Shear Strength of Granite Residual Soils Subjected to Wetting–Drying Cycles
    typeJournal Article
    journal volume25
    journal issue8
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11098
    journal fristpage04025161-1
    journal lastpage04025161-14
    page14
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008
    contenttypeFulltext
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