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نمایش تعداد 1-10 از 11

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

نوع: Journal Paper

نویسنده : Zhen-Dong Cui; Yi-Qun Tang

سال: 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

نوع: Journal Paper

نویسنده : Zhen-Dong Cui; Ya-Jie Jia

سال: 2013

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Model test study on the subsidence of high-rise building group due to variation of groundwater level

نوع: Journal Paper

نویسنده : Zhen-Dong Cui; Zheng Li; Ya-Jie Jia

سال: 2016

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Centrifuge modeling of land subsidence caused by the high-rise building group in the soft soil area

نوع: Journal Paper

نویسنده : Zhen-Dong Cui; Yi-Qun Tang; Xue-Xin Yan

سال: 2010

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Microstructures of consolidated Kaolin clay at different depths in centrifuge model tests

نوع: Journal Paper

نویسنده : Zhen-Dong Cui; Ling-Zi Zhao; Li Yuan

سال: 2015

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Mechanical properties of a silty clay subjected to freezing–thawing

نوع: Journal Paper

نویسنده : Zhen-Dong Cui; Peng-Peng He; Wei-Hao Yang

سال: 2014

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Land subsidence caused by the interaction of high-rise buildings in soft soil areas

نوع: Journal Paper

نویسنده : Zhen-Dong Cui; Jia-Qiang Yang; Li Yuan

سال: 2015

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Model test study of land subsidence caused by high-rise building group in Shanghai

نوع: Journal Paper

نویسنده : Yi-Qun Tang; Zhen-Dong Cui; Jian-Xiu Wang; Chen Lu; Xue-Xin Yan

سال: 2008

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A comparison of two ISRM suggested chevron notched specimens for testing mode-I rock fracture toughness

نوع: Journal Paper

نویسنده : Zhen-dong Cui; Da-an Liu; Guang-ming An; Bo Sun; Miao Zhou; Fu-quan Cao

سال: 2010

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

نوع: Journal Paper

نویسنده : Zhen-Dong Cui; Yi-Qun Tang; Xue-Xin Yan; Chun-Ling Yan; Han-Mei Wang; Jian-Xiu Wang

سال: 2010

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

Analysis of electron microscope images of soil pore structure for the study of land subsidence in centrifuge model tests of high-rise building groups

Model test study on the subsidence of high-rise building group due to variation of groundwater level

Centrifuge modeling of land subsidence caused by the high-rise building group in the soft soil area

Microstructures of consolidated Kaolin clay at different depths in centrifuge model tests

Mechanical properties of a silty clay subjected to freezing–thawing

Land subsidence caused by the interaction of high-rise buildings in soft soil areas

Model test study of land subsidence caused by high-rise building group in Shanghai

A comparison of two ISRM suggested chevron notched specimens for testing mode-I rock fracture toughness

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

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

Analysis of electron microscope images of soil pore structure for the study of land subsidence in centrifuge model tests of high-rise building groups

Model test study on the subsidence of high-rise building group due to variation of groundwater level

Centrifuge modeling of land subsidence caused by the high-rise building group in the soft soil area

Microstructures of consolidated Kaolin clay at different depths in centrifuge model tests

Mechanical properties of a silty clay subjected to freezing–thawing

Land subsidence caused by the interaction of high-rise buildings in soft soil areas

Model test study of land subsidence caused by high-rise building group in Shanghai

A comparison of two ISRM suggested chevron notched specimens for testing mode-I rock fracture toughness

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