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    Influence of Pavement Roughness on Dynamic Stresses in Saturated Subsoil Subjected to Moving Traffic Loading 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 004
    Author(s): Qian Jiangu;Zhou Renyi;Chen Shengli;Gu Xiaoqiang;Huang Maosong
    Publisher: American Society of Civil Engineers
    Abstract: This work aimed to gain insight into the influence of the dynamic component of vehicle load (caused by pavement roughness) on the dynamic stress responses in saturated subsoil. The analytical solutions for the three-dimensional ...
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    Centrifuge Modeling of a Saturated Clay Ground under Cyclic Loading 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 006
    Author(s): Qian Jiangu;Wang Qiwei;Jiang Jianhong;Cai Yuanqiang;Huang Maosong
    Publisher: American Society of Civil Engineers
    Abstract: To study the effects of traffic loading, three centrifuge tests were carried out on the response of a saturated clay ground under sinusoidally cyclic vertical loading. The clay ground was overconsolidated at its top to ...
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    Dilatancy Behavior of Normally Consolidated Reconstituted Clays: A Novel Constitutive Model Based on Bounding Compression Line 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005:;page 04026081-1
    Author(s): Shi, Zhenhao; Tu, Zizhen; Qian, Jiangu; Huang, Da
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This study investigates the dilatancy behavior of normally consolidated reconstituted clays. Comprehensive laboratory tests were conducted on deep Shanghai clay to investigate its mechanical behavior. The test ...
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