Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Geodesy and Geodynamics》 2019-01
Add to Favorite Get Latest Update

Study on Earthquake Liquefaction Potential of Sandy Soil in Deep Layer Based on Shear Wave Velocity

WANG Wei;LI Heng;XU Lijun;Hubei Key Laboratory of Earthquake Early Warning,Institute of Seismology,CEA;Wuhan Institute of Earthquake Engineering Co Ltd;  
This paper expounds the principle of the shear wave velocity method to evaluate the liquefaction of saturated sandy soil.Combined with a project example in Wuhan,the method is used to discriminant the liquefaction of sandy soil buried deeper than the application range of the‘code method'and the critical liquefaction depth of the field is determined on this basis.Compared with the dynamic triaxial test,the results of the identification of liquefaction and determination of the critical liquefaction depth are in good agreement,and it is proven that the liquefaction evaluation method based on shear wave velocity is feasible.
【CateGory Index】: TU435
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 5 Hits
1 HUANG Yahong,LU Yuejun,RONG Mianshui,FANG Yi(Institute of Crustal Dynamics,China Earthquake Administration,Beijing 100085,China);STUDY OF EVALUATION METHOD OF LIQUEFACTION FOR SANDY SOIL IN DEEP LAYER:TAKING UNDERSEA TUNNEL SITE OF HONGKONG-ZHUHAI-MACAO GREAT BRIDGE FOR EXAMPLE[J];岩石力学与工程学报;2012-04
2 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];地震工程与工程振动;2007-06
3 WANG Wen-shao (China Institute of Water Resources and Hydropower Research, Beijing 10 0044,China);Utilization of shear wave velocity in assessment of liquefaction potential of saturated sand under level ground during earthquakes[J];岩土工程学报;2001-06
4 YAO Yun\|sheng et al.;Research of earthquake liquefaction for main pier base of the Jingsha Changjiang highway bridge[J];水文地质工程地质;2001-01
5 Chen Guoxing;Zhang Kexu;Xie Junfei;Methods of Liquefaction Potential Prediction with Shear Wave Velocity as a Field Index and the Adaptability[J];哈尔滨建筑大学学报;1996-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 NIE Shicheng;HU Huihua;GONG Daoping;Hunan Provincial Communications Planning,Survey & Design Institute;;Study on Method of Liquefaction Evaluation for Saturated Sand Based on SPT[J];路基工程;2015-05
2 WANG Jun-long;Department of Civil Engineering,Xi'an Railway Vocational & Technical Institute;;Prediction of Soil Liquefaction Level Based on Principal Component Analysis and Logistic Regression Model[J];长江科学院院报;2015-09
3 Jiang Qingguo;China Railway First Survey and Design Institute Group Ltd.;;Anti-liquefaction Measures for Subway Engineering in Liquefiable Soil Layers[J];震灾防御技术;2015-01
4 ZHANG Su;ZHANG Yuan-fang;ZHANG Ling-kai;LIU Chang-jiang;College of Water Conservancy and Civil Engineering,Xinjiang Agricultural University;;Influence of Confining Pressure and Vibration Frequency on the Liquefaction Strength of the Saturated Gravel Sand[J];新疆农业大学学报;2015-01
5 WANG Hu-gang;China Oilfield Services Limited;;On the Liquefaction and Identification Methods of Marine Saturated Sand[J];价值工程;2014-22
6 ZHOU Yan-guo;LI Yong-gang;DING Hai-jun;CHEN Yun-min;LING Dao-sheng;ISHIKAWA Akira;SHAMOTO Yasuhiro;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Institute of Geotechnical Engineering, Zhejiang University;Institute of Technology, Shimizu Corporation;;Characterization of reconsolidation volumetric strain of liquefied sand and validation by centrifuge model tests[J];岩土工程学报;2014-10
7 YANG Tao;WANG Rrui;China Civil Aviation Tibet Autonomous Region Administration;Southwest Branch of China Civil Aviation Airport Construction Group;;STABILITY EVALUATION OF THE SLOPE WITH LIQUEFIED FOUNDATION AT THE YADING AIRPORT IN DAOCHENG[J];地质灾害与环境保护;2014-02
8 Gao Jinling;;Analysis of the Main Factors on the Shear Strength of Sandy Soil and the Current Research Situation[J];科教文汇(下旬刊);2013-11
9 DI Shengjie;SHAN Zhigang;WANG Mingyuan;HUANG Shiqiang;DU Wenbo;XU Xueyong;HydroChina Huadong Engineering Corporation;Seaside and City Geotechnical Engineering Research Center,Zhejiang University;Zhejiang East China Engineering Safety Technology Corporation Ltd.;;PROPERTY ANALYSIS AND APPLICATIONS OF IN-SITU TESTING SHEAR WAVE VELOCITY AT INTERTIDAL ZONE[J];岩石力学与工程学报;2013-10
10 WANG Bang-yuan;LI Shi-feng;WANG Bang-tuan;QI Zhao-hua;College of Resource,Hebei University of Engineering;Key laboratory of Resource Survey and Research of Hebei Province;Faculty of Electric Power Engineering,Kunming University of Science and Technology;;Correlation analysis between shear wave velocity and depth of soil in Handan city[J];河北工程大学学报(自然科学版);2013-03
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 ZHOU Xiang-guo,XING Gui-fa,SU Yu-guo(1.Department of Civil Engineering,Tianjin University,Tianjin 300072,China;2.Tianjin Geo-Engineering Investigation Institute,Tianjin 300191,China;3.Tianjin Institute of Geotechnical Investigation & Surveying,Tianjin 300191,China);Experimental study of earthquake liquefaction of saturated silt in Tianjin area[J];岩土力学;2009-12
2 LIU Yong-jian (Institute of Geotechnical Engineering, Guangdong University of Technology, Guangzhou 510006, China);Extension clustering prediction method for evaluation of seismic liquefaction of saturated sandy soil[J];岩土力学;2009-07
3 LAN Jingyan1,BO Jingshan2 (1.Institute of Crustal Dynamics,China Earthquake Administration,Beijing 100085,China;2.Institute of Disaster-Prevention Science and Technology,Sanhe 065201,China);Effect of soil dynamic parameters on design response spectrum[J];地震工程与工程振动;2008-03
4 Lin Huaguo1 Jia Zhaohong2 Zhang Lili1 (1.Geoglogical Construction Engineering Group Cooperation of Guangdong Province,Guangzhou Guangdong 510080;2.Engineering Investigation Institute of Guangdong Province,Guangzhou Guangdong 510510 China);Study on the Method of Sand Liquefaction Evaluation[J];岩土工程技术;2007-02
5 XU Bin,KONG Xian-jing,ZOU De-gao,LOU Shu-lian(1.State Key Laboratory of Coatstal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China;2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China);Laboratory study on behaviour of static properties of saturated sand-gravel after liquefaction[J];岩土工程学报;2007-01
6 HUANG Chun-xia1,2,ZHANG Hong-ru2,SUI Zhi-long1,JIN Jian-jun3(1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;2.School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China;3.China State Construction International Co.,Ltd.,Beijing 100026,China);Shaking table tests on liquefaction properties of saturated sand ground[J];岩土工程学报;2006-12
7 Pan Jian~1 Liu Li-yan~1 Lin Hui-chang~2(1.School of Architecture and Civil Engineering,South China Univ.of Tech.,Guangzhou 510640,Guangdong,China;2.Maoming Quality Supervision Checkpoint of Constructing Engineering,Maoming 525000,Guangdong,China);Integrated Evaluation of Factors to Affect Liquefaction of Sandy Soil Based on BP Neural Network[J];华南理工大学学报(自然科学版);2006-11
8 WANG Jun~(①②③) WANG Lanmin~(①②③)(①Lanzhou Base of Institute of Earthquake Prediction,CEA,Lanzhou 730000)(②Lanzhou Institute of Seismology,CEA,Lanzhou 730000)(③Open Laboratory of Loess Earthquake Engineering,CEA,Lanzhou 730000);EVALUATION OF SAND LIQUEFACTION AT SITE OF A CHANGDE-ZHANGJIAJIE EXPRESSWAY BRIDGE[J];工程地质学报;2006-03
9 Su Dong~(1),Li Xiangsong~(2)(1.Civil Engineering Department,Shenzhen University,Shenzhen 518060,China;2.Civil Engineering Department,Hong Kong University of Science and Technology,Hong Kong,China);Centrifuge modeling of seismic response of free sand ground[J];地震工程与工程振动;2006-02
10 FANG Zhi~(1)Lu Hao-liang~(1)WANG Long~(2)(1.Department of Geotechnical engineering,Tongji University,Shanghai,200092,China;2.Wuyang Construction Mechanism Co.Ltd,Guangzhou,510450,China);An overview on research of dynamic soil-structure interaction[J];世界地震工程;2006-01
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved