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《Shanxi Architecture》 2017-02
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On test of flow models of new soft soil unloading

Sun Qian;Wang Xiaowen;Yan Yuanyuan;Zijin College,Nanjing University of Technology;Zhenjiang Housing and Urban and Rural Construction Bureau;  
According to the soft soil unloading flow model,the paper simulates the lateral unloading conditions,measures the horizontal displacement and settlement of the earthwork,proves by the test results that the earthwork shows similar regulations in the horizontal displacement and settlement under the lateral loading conditions,and indicates it shows the weakening creeping when the stress is low while it shows the steady creeping when the stress is high,and illustrates the earthwork's lateral flow is higher with higher stress.
【Fund】: 南京理工大学紫金学院2013年度科研项目资助(项目编号:2013ZRKX0401003)
【CateGory Index】: TU447;TU411
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【Citations】
Chinese Journal Full-text Database 4 Hits
1 YAN Huairui;YAN Changhong;DING Qianwen;Suzhou Institute of Geological Engineering Investigation;School of Earth Sciences and Engineering,Nanjing University;School of Civil Engineering,Southeast University;;The Research of Main Engineering Geological Problems and Prevention Measures in the Pit Construction of Soft Soil Areas[J];地质论评;2015-01
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3 Zhou Qiujuan1,2,Chen Xiaoping1,Huang Lijuan2(1.Institute of Technology,Jinan University,Guangzhou 510632,China; 2.Guangdong Technical College of Water Resources and Electric Engineering,Guangzhou 510635,China);Reconstruction and Application of the Stress Control Tri-axial Apparatus[J];地下空间与工程学报;2011-03
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【Co-citations】
Chinese Journal Full-text Database 9 Hits
1 Hu Minyun;Xiao Bin;Wu Shuchong;Zhou Peijiao;Institute of Geotechnical Engineering,Zhejiang University of Technology;Zhejiang Tongji Vocational College of Science and Technology;Zhejiang Guangsha College of Applied Construction Technology;;Research on Creep Characteristics and Creep Model of Reconstituted Silty Clay[J];地下空间与工程学报;2018-02
2 HUANG Zhanhua;Chuzhou Vocational and Technical College;;Study on Foundation Pit Construction in Complex Geological Environment[J];成都工业学院学报;2018-01
3 GOU Fugang;GONG Xulong;MEI Qinqin;Geological Survey of Jiangsu Province;Key Laboratory of Earth Fissures Geological Disaster,Ministry of Land and Resources;;The Division and Application of Engineering Geological Strata Groups of Soil Mass in North Shore of the Yangtze Delta[J];地质论评;2018-01
4 GUO Haipeng;BAI Jinbin;ZHANG Youquan;WANG Liya;SHI Jusong;LI Wenpeng;ZHANG Zuochen;WANG Yunlong;ZHU Juyan;WANG Haigang;China Institute of Geo-Environmental Monitoring;Tianjin Institute of Geological Survey;Capital Normal University;Beijing Institute of Hydrogeology and Engineering Geology;China Geological Survey;;The evolution characteristics and mechanism of the land subsidence in typical areas of the North China Plain[J];中国地质;2017-06
5 LI Zhaofeng;Dai Yunfeng;ZHOU Zhifang;ZHANG Boran;ZHOU Cuiying;College of Environment and Civil Engineering,Chengdu University of Technology;School of Engineering,Sun Yat-sen University;State Key Laboratory of Hydrology-water Resources and Hydraulic Engineering,Nanjing Hydraulic Research Institute;School of Earth Science and Engineering,Hohai University;;An experimental study of the influence of stress history on parameters of an aquitard[J];水文地质工程地质;2017-05
6 GUO Shulan;YAN Changhong;YANG Zhanyong;WANG Qingming;ZHANG Lifeng;WANG Shi;CHE Canhui;SHI Qingtao;School of Earth Science and engineering,Nanjing University;Nanjing University Jinling College;China Railway 14th Construction Bureau Co.,LTD;The First Institute of Hydrology and Engineering Geological Prospecting,Anhui Prospecting Bureau;;Geological Conditions Study Playing Significant Role in the Supporting Design of Super Large Foundation Pit——Optimization of the Supporting Design for a Super Large and Special Shaped Foundation Pit in Complicated Geological and Environmental Conditions[J];地质论评;2017-05
7 LIU Yunfei;College of Hohai, Chongqing Jiaotong University;Key Laboratory of Hydraulic and Waterway Engineering of Ministry of Education,Chongqing Jiaotong University;;Experimental Study on Rheological Properties of Lateritic Clay in Chongqing[J];人民珠江;2017-08
8 YAO Yafeng;RONG Chuanxin;CHENG Hua;XU Guangshu;School of Architectual Engineering,Nantong Vocational University;Post-doctoral Research Station of Safety Science and Engineering,Anhui University of Science and Technology;School of Resources and Environmental Engineering,Anhui University;;Fuzzy genetic inversion of creep parameters of artificial frozen soil in deep alluvium[J];冰川冻土;2017-03
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Chinese Journal Full-text Database 10 Hits
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7 TAN Wan-peng1,2,ZHENG Ying-ren1,2,Wang Kai3 (1.Dept.of Architecture & Civil Engineering,LEU,Chongqing 401311,China;2.Chongqing Geological Hazard Control Engineering Technology Research Center,Chongqing 400041,China;3.Chongqing High-tech Geotechnical Engineering Investigation and Design Institute,Chongqing 400016,China);Stable state of landslides considering creep properties[J];岩土工程学报;2010-S2
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9 Tan Yanpei1,Ye Guanlin1,Wang Jianhua1,Sun Dean2(1.Department of Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China; 2.Department of Civil Engineering,Shanghai University,Shanghai 200444,China);Study on Parameter of Constitutive Model for Creep Characteristics of Suzhou Soft Soil and Its Application in Finite Element Analysis[J];地下空间与工程学报;2010-01
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