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《Earthquake Engineering and Engineering Vibration》 2002-01
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Study on laboratory test of large ground displacement induced by seismic liquefaction

ZHOU Yun - dong, LIU Han-long, GAO Yu- feng, YU Xiang- juan (Research Institute of Geotechnical Engineering, Hehai University. Nangjing 210098. China)  
Damage to structures may be caused by large ground deformation due to seismic liquefaction. However, the research concerned is limited. The relative test equipments, test methods and specimen preparing methods of large ground deformation are discussed in this paper. The technique and results of the experiments are studied. Finally the importance of formulating constitutive models and practical prediction methods based on laboratory tests is pointed out.
【Fund】: 国家自然科学基金项目(59809004)
【CateGory Index】: TU411
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Chinese Journal Full-text Database 3 Hits
1 LU Xiaobing TAN Qinming WANG Shuyun ZHANG Jinlai Institute of Mechanics, Chinese Academy of Sciences , Beijing 100080 China;THE ADVANCES OF LIQUEFACTION RESEARCH ON SATURATED SOILS[J];Advances In Mechanics;2004-01
2 LI Li-yun DU Xiu-li(Beijing Lab of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100022,China);Review on the liquefaction research of saturated soils under dynamic load[J];World Earthquake Engineering;2006-02
3 TONG Li-yuan1,WANG Bin1,LIU Yi-huai2,ZHANG Bo3(1.School of Transportation,Southeast University,Nanjing 210096,China;2.Jiangsu Expressway Construction Headquarters,Nanjing 210004,China;3.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China);3D numerical simulation of large ground displacement caused by seismic liquefaction[J];Rock and Soil Mechanics;2008-08
Chinese Journal Full-text Database 10 Hits
1 WU Bo1,WANG Dong-lin2,CHENG Hua2(1.China Railway No.4 Engineering Group,Hefei 230023,China;2.Anhui University of Architecture,Hefei 230022,China);Tests on rheological behavior of soft soil[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2008-05
2 QIAN Jian hui 1, SONG Xin jiang 2 (Hefei University of Technology, Hefei 230009, China; Anhui & Huaihe River Water Resources Research Institute, Bengbu 233000, China);Test study on wet deformation of expansive soil[J];Journal of Anhui Technical College of Water Resources and Hydroelectric Power;2003-01
3 XIAO Hong-yu,HUANG Ying,SUN Hong-bo,JIN Ke-sheng(College of Power Engineering,Kunming University of Science and Technology,Kunming 650051,China);Determination of cohesive soil's permeability coefficient after thinking of initial hydraulic gradient[J];Journal of Railway Science and Engineering;2006-01
4 WANG Yong-he~1,HU Ping~1,QING Qi-xiang~(1,2)(1.School of Civil and Architectural Engineering,Central South University,Changsha 410075,China;2.Department of Mechanical Engineering and Automobile,Hunan University,Changsha 410082,China);Analysis on the influence factors in the compaction test[J];Journal of Railway Science and Engineering;2006-06
5 GAN Li-fen and SHI Yu-qiang Scientific Research and Design Department of Sinohydro Engineering Bureau 7;Quality control method of coarse-grained impervious soil[J];Dam & Safety;2008-02
6 REN Hongmei,LU Xilin,LI Peizhen(State Key Laboratory on Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Advances in liquefaction research on saturated soils[J];Journal of Earthquake Engineering and Engineering Vibration;2007-06
7 ;Research on coal ash applied as lining material[J];Electric Power Environmental Protection;2005-01
8 CHEN Hui - xin( Fujian Electric Power Survey & Design Institute, Fuzhou 350003, China);Application of Data Collecting & Processing System in Soil Test[J];Electric Power Survey;2002-01
9 HUANG Qun-xian,LIN Jian-hua (Department of Civil Engineering,Huaqiao University,Quanzhou 362011,China);MEASURES OF GROUND IMPROVEMENT AGAINST LARGE GROUND DISPLACEMENT INDUCED BY SEISMIC LIQUEFACTION[J];Low Temperature Architecture Technology;2004-04
10 YANG Jian-hua(Guangxi Institute of Hydrogeology Engineering Geology Investigation, Liuzhou545006, China);IMPLEMENTATION OF MULTI-SAMPLE LOADING TEST AND SINGIE SAMPLEMULTISTAGE LOADING TEST IN UNCONSOLIDATED UNTRAINED TEST[J];Journal of Geological Hazards and Environment Preservation;2005-02
China Proceedings of conference Full-text Database 1 Hits
1 XU Han~(1,2) HUANG Bin~(1,2) HE Xiao-ming~(1,2) (1.Geotechnical Division of Yangtze River Scientific Research Institute Wuhan 430010,China; 2.Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources,Wuhan 430010,China);Experimentation study on engineering property of swelling rocks[A];[C];2007
Chinese Journal Full-text Database 10 Hits
1 Chen Xiaoming Liu Jin Zhang FengJun(Anhui Institute of Architecture & Industry,Hefei,230022) Zhu Wenfeng(Hefei XinFeng Building Materials Co,Ltd,Hefei 230022);STUDIES ON IMPROVING SOIL RESISTANCE TO WATER OF THE WATER SOLUBLE POLYMERIC SOIL CONSOLIDATOR[J];Journal of Anhui Institute of Architecture;2003-01
2 YANG Bing 1, ZHANG Zhi-yi 1, YANG Nian-hua 1, SHU Yang 2 (1. China Academy of Railway Science, Beijing, 100081, China; 2. Wuhan University of Science and Technology, Wuhan 430081, China);The Analysis of the Change of Pore-water Pressure in Soft Soil During Blasting[J];Blasting;2002-03
3 Qian Qihu;Wang Mingyang(Nan jing Engineering Institute, P. R. C. Nan jing, 210007);PROPAGATION OF EXPLOSIVE WAVE IN THE FREE-FIELD OF THREE-PHASE SATUKATED SOIL[J];EXPLOSION AND SHOCK WAVES;1994-02
4 Zhao Yuetang,Qian Qihu,Wang Mingyang (Nanjing Engineering Institute,Nanjing,210007);STUDY ON CONSTITUTIVE RELATION FOR THREEPHASE SATURATED SOIL UNDER EXPLOSION WAVE[J];EXPLOSION AND SHOCK WAVES;1998-01
5 Liu Shunni\ Huang Yun\ Lin Zongshou Wuhan University of Technology\ Wuhan\ 430070;The Influence of Water Content of Soil on the Ingredient of Stabilizer[J];MATERIALS SCIENCE AND ENGINEERING;1998-04
6 YANG Xiu zhu,WANG Xing hua,LEI Jin shan(Civil Architectual Engineering College,Central South University,Changsha 410075,China);Mechanism of Earthquake-induced Saturated Sand Liquefaction and Statistics Assessment Method[J];Journal of Changsha Railway University;2001-01
7 YU Lian-hong; WANG Bo(Department of Civil and Architectural Engineering, Dalian University, Dalian 116622, China);Study on Pore Water Pressure of Saturated and Disturbed Sandy Loam During Cyclic Loading[J];JOURNAL OF DALIAN UNIVERSITY;1999-04
8 Wang Youjiang; Wang Tianlong (Tongji University. 200092. Shanghai. China);VIBRATION BOX TEST OF LIQUEFACTION OF SANDS AND SILTY SOIL[J];DAM OBSERVATION AND GEOTECHNICAL TESTS;1999-06
9 Liu Hanlong, Zhou Yundong, Gao Yufeng, Yu Xiangjuan, Nakasono Takeshi ( Research Institute of Geotechnical Engineering. Hohai University. Nanjing 210098) ( Marui Co. Ltd. Japan);DESIGN OF STATIC-DYNAMIC DUAL PURPOSE TRIAXIAL COMPRESSION TEST APPARATUS AND ITS APPLICATION IN THE STUDY OF EARTHQUAKE-INDUCED LARGE DEFORMATION[J];Dam Observation and Geotechnical Tests;2001-05
10 ;Application of PALMA in the Base of Pavement[J];Northeastern Highway;2002-01
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 YANG Xin-bao (Institute of Geotechnical Engineering,Southeast University,Nanjing 210096,China);Sand liquefaction evaluation research and exiting problems[J];Journal of Changchun Institute of Technology(Natural Sciences Edition);2007-03
2 LIU Jingbo1,LIU Xiangqing1,DU Xiuli2(1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China;2.College of Architectureand Civil Engineering,Beijing University of Technology,Beijing 100022,China);Prospects for the development in theoretical analysis and experimental study of seismic response of underground structures[J];Journal of Earthquake Engineering and Engineering Vibration;2007-06
3 WANG Li-yan1,2,LIU Han-long1,2,CAI Yan3 (1.Key Laboratory for Geotechnical Engineering of Ministry of Water Resource,Hohai University,Nanjing 210098,China;2.Geotechnical Research Institute,Hohai University,Nanjing 210098,China;3.Highway Construction Conduction Ministry of Kunshan,Kunshan 215300,China);Discussion on Assessment of Earth-structure Liquefaction Deformation Based on the Concept of Degree of Liquefaction[J];Journal of Disaster Prevention and Mitigation Engineering;2007-04
4 LIU ShengchuanWANG Lianjun(Beijing Jiaotong University Transportation and Environment department of the School of Civil Engineering,Beijing 100044);SUBGRADE SETTLEMENT BEHAVIOR IN SAND LIQUEFACTION AREA ALONG JIAOXIN RAILWAY[J];Journal of Engineering Geology;2006-04
5 ZHAO Yu a,b,LU Yi-yu b,KANG Yong b(a.College of Civil Enginering;b.Key Laboratory for the Exploitation of Southwestern Resources and Environmental Disaster Control Engineering,Ministry of Education,Chongqing University,Chongqing 400030,P.R.China);Kolmogorov entropy analysis of surrounding rock system in the processing of unloading for deep-buried tunnels[J];Journal of Chongqing University;2009-09
6 CHEN Yu-min1,2,ZHOU Yun-dong1,2 (1.Key Laboratory for Geotechnical Engineering of Ministry of Water Resources,Hohai University,Nanjing 210098,China;2.Geotechnical Research Institute of Hohai University,Nanjing 210098,China);Advances in sand post-liquefaction research based on fluid mechanics method[J];Journal of Hohai University(Natural Sciences);2007-04
7 ZHOU Rui-bo1 CHI Shi-chun2(1.Engineering Technology Research Co,LTD.Of cccc Fourth Harbor Engineering Co,LTD.,Guangzhou 510230,China;2.DaLian University of techenology,DaLian 116024,China);Constitutive Model for Static Liquefaction of Sand[J];South China Harbour Engineering;2008-02
8 ZENG Chang-nü(Department of Civil and Architecture,Henan University of Techonology,Zhengzhou 450052,China);Study on the Forecast Method of Post-Liquefaction Deformation[J];Henan Science;2008-01
9 MENG Hui-ying;Study on the saturated sand liquefaction judgment method in Guangzhou district[J];Shanxi Architecture;2008-12
10 WANG Yan-chao JIN Ping NIU Hang-kong;Prevention and cure of sandy soil liquefaction of expressway subsoil[J];Shanxi Architecture;2009-23
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