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    Microscopic Investigation of Suffusion-Induced Particle Migration and Clogging in Gap-Graded Soils: Effects of Particle Shape and Fines Content 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005:;page 04026058-1
    Author(s): Hu, Zheng; Chen, Ruiyan; Xie, Helin; Ma, Huihuan; Huang, Wei
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Hydraulic infrastructures, such as embankments, dams, and levees, are highly vulnerable to suffusion under complex mechanical and hydraulic loading conditions, posing serious threats to their structural integrity. ...
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    Multidirectional Cyclic Shear Behavior of Gap-Graded Soils Considering Fines Loss due to Suffusion: A DEM Perspective 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 012:;page 04025144-1
    Author(s): Chen, Ruiyan; Hu, Zheng; Pan, Kun; Wu, Qixin; Yang, Zhongxuan
    Publisher: American Society of Civil Engineers
    Abstract: AbstractSoil grounds serving as primary support for traffic loads are often subjected to multidirectional cyclic shear loading and are particularly vulnerable to suffusion during extreme weather conditions. This study uses ...
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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