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    Land subsidence and pore structure of soils caused by the high-rise building group through centrifuge model test 

    Type: Journal Paper
    Author : Zhen-Dong Cui; Yi-Qun Tang
    Year: 2010
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    Analysis of electron microscope images of soil pore structure for the study of land subsidence in centrifuge model tests of high-rise building groups 

    Type: Journal Paper
    Author : Zhen-Dong Cui; Ya-Jie Jia
    Year: 2013
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    Model test study on the subsidence of high-rise building group due to variation of groundwater level 

    Type: Journal Paper
    Author : Zhen-Dong Cui; Zheng Li; Ya-Jie Jia
    Year: 2016
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    Centrifuge modeling of land subsidence caused by the high-rise building group in the soft soil area 

    Type: Journal Paper
    Author : Zhen-Dong Cui; Yi-Qun Tang; Xue-Xin Yan
    Year: 2010
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    Microstructures of consolidated Kaolin clay at different depths in centrifuge model tests 

    Type: Journal Paper
    Author : Zhen-Dong Cui; Ling-Zi Zhao; Li Yuan
    Year: 2015
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    Mechanical properties of a silty clay subjected to freezing–thawing 

    Type: Journal Paper
    Author : Zhen-Dong Cui; Peng-Peng He; Wei-Hao Yang
    Year: 2014
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    Land subsidence caused by the interaction of high-rise buildings in soft soil areas 

    Type: Journal Paper
    Author : Zhen-Dong Cui; Jia-Qiang Yang; Li Yuan
    Year: 2015
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    Model test study of land subsidence caused by high-rise building group in Shanghai 

    Type: Journal Paper
    Author : Yi-Qun Tang; Zhen-Dong Cui; Jian-Xiu Wang; Chen Lu; Xue-Xin Yan
    Year: 2008
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    A comparison of two ISRM suggested chevron notched specimens for testing mode-I rock fracture toughness 

    Type: Journal Paper
    Author : Zhen-dong Cui; Da-an Liu; Guang-ming An; Bo Sun; Miao Zhou; Fu-quan Cao
    Year: 2010

    Evaluation of the geology-environmental capacity of buildings based on the ANFIS model of the floor area ratio 

    Type: Journal Paper
    Author : Zhen-Dong Cui; Yi-Qun Tang; Xue-Xin Yan; Chun-Ling Yan; Han-Mei Wang; Jian-Xiu Wang
    Year: 2010
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