Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
Add to Favorite Get Latest Update

A case Analysis of Earthq.Damage of Pile Foundations

Liu Huishan  
This paper gives a summary on seismic damage of pile foundations since 1960s,espacially after Hyogoken Nanbu earthquake in Japan(1995),The tipical pattern and causes of pile foundation damage under nonliquefiable and liquefiable soil conditions are discussed.Some commentaries on seismic design of pile foundation and earthquake protection countermeasures are given in this paper.
【CateGory Index】: TU435
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 10 Hits
1 DI Hao;China Railway Design Corporation;;Seismic Performance Test Study and Numerical Simulation of PHC Pipe Pile[J];铁道工程学报;2017-10
2 GUO Zhao-sheng;BAI Xiao-hong;HE Wu-bin;;Research on Shear Bearing Capacity of Cutting Pile Botton by CFRP Reinforced PHC Pile[J];混凝土与水泥制品;2016-12
3 ZHANG Xin-lei;WANG Zhi-hua;XU Zhen-wei;SUN Jin-jing;Research Center of Urban Underground Space, Nanjing Tech University;Institute of Geotechnical Engineering , Nanjing Tech University;;SHAKING TABLE MODEL TESTS ON DYNAMIC RESPONSE OF PILE GROUPS UNDER LIQUEFACTION-INDUCED LARGE GROUND DISPLACEMENT[J];工程力学;2016-05
4 Li Xiaoyong;Gao Wensheng;Liu Jinli;China Academy of Building Researc;;Experimental Study on Seismic Behavior of Pile Foundation with Two Connection Modes of Pile Top and Pile Cap[J];建筑科学;2016-05
5 CHEN Si-qi;LIANG Fa-yun;CHEN Hai-bing;HUANG Mao-song;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University;Department of Geotechnical Engineering,Tongji University;;Characteristics of Bending Moment Distribution in Prestressed Concrete High Pilings During Earthquakes[J];地震工程学报;2015-01
6 LING Xianzhang;TANG Liang;School of Civil Engineering,Harbin Institute of Technology;;Recent advance in seismic analysis for bridge foundations in liquefaction-induced lateral spreading soils[J];地震工程与工程振动;2015-01
7 WANG Chang-feng;CHEN Xing-chong;School of Civil Engineering,Yantai University;School of Civil Engineering,Lanzhou Jiaotong University;;Analytical Model and Experimental Study of Nonlinear Seismic Response of Bridge with Pile Foundations[J];桥梁建设;2014-03
8 ZHAO Ming-hua;YIN Ping-bao;YANG Ming-hui;DENG Yue-bao;Geotechnical Institute of Hunan University;Institute of Geotechnical Engineering,Zhejiang University;;Analysis on Inner-force and Displacement of Piles under Axial and Lateral Loads Considering Lateral Displacement of Surrounding Liquefied Soils Mass[J];铁道学报;2014-04
9 Li Yanyan;Chen Yanfeng;Liu Kun;Han Hongxia;School of Civil Engineering,Hebei University of Technology;Civil Engineering Technology Research Center of Hebei Province;Department of Programming and Construction,Hebei University of Technology;;Seismic Performance Experimental Research on Combination Nodes of PHC and Pile Caps[J];建筑科学;2014-01
10 LING Xian-zhang;WANG Zi-yu;ZHANG Feng;LI Qiong-lin;ZHAO Ying-ying;WANG Jia-hui;School of Civil Engineering,Harbin Institute of Technology;State Key Laboratory of Frozen Soils Engineering,Chinese Academy of Science;School of Transportation Science and Engineering,Harbin Institute of Technology;;Experimental investigation on dynamic shear modulus of frozen clay from subgrade of Beijing-Harbin Railway[J];岩土工程学报;2013-S2
Chinese Journal Full-text Database 10 Hits
1 Tang Liang;Zhang Xiaoyu;Ling Xianzhang;Su Lei;Liu Chunhui;School of Civil Engineering, Harbin Institute of Technology;Key lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology;;Response of a pile group behind quay wall to liquefaction-induced lateral spreading:a shake-table investigation[J];Earthquake Engineering and Engineering Vibration;2014-04
2 Zheng Gang;Zhang Tianqi;Li Qinggang;Kang Guyi;Zhang Nan;Zhang Yan;Yue Caihua;Key Laboratory of Coast Civil Structure Safety of the Ministry of Education,Tianjin University;Tianjin University;Liaoning Provincial Building Design & Research Institute;Jianhua Pipe Pile Co.,Ltd.;;Experimental study on shear capacity for PHC pipe piles considering influence of shear span-effective depth ratio and reinforced concrete core[J];土木工程学报;2014-07
3 WANG Zhihua;XU Chao;ZHOU Enquan;CHEN Guoxing;Research Center of Urban Underground Space,Nanjing University of Technology;Institute of Geotechnical Engineering,Nanjing University of Technology;;Shaking table test on effects of sand flow on pile in liquefied ground[J];地震工程与工程振动;2014-02
4 RONG Xian;LIN Po;LI Yan-yan;;Experimental Study on Seismic Performance of Modified PHC Pile Caps[J];混凝土与水泥制品;2013-11
5 ZHUO Yi;WANG Fei;The Third Railway Survey and Design Institute Group Corporation;;Analysis of Nonlinear Seismic Response of Bridge Piers on Consideration of Bi-directional Coupled Effect[J];铁道工程学报;2013-10
6 CHEN Su;CHEN Guo-xing;HAN Xiao-jian;QI Cheng-zhi;DU Xiu-li;Institute of Geotechnical Engineering,Nanjing University of Technology;Civil Engineering & Earthquake Disaster Prevention Center of Jiangsu Province;School of Civil and Transportation Engineering,Beijing University of Civil Engineering and Architecture;College of Architecture and Civil Engineering,Beijing University of Technology;;Non-contact displacement test based on optimal circle fitting method and development of visual software[J];岩土工程学报;2013-S2
7 ZHENG Gang;ZHANG Nan;BA Zhen-ning;ZHANG Tian-qi;MOE Key Laboratory of Coast Civil Structure Safety;Department of Civil Engineering,Tianjin University;;Seismic performance of PHC pipe piles in layered soft soils[J];岩土工程学报;2013-S2
8 Tang Liang;Ling Xianzhang;Ahmed Elgamal;Harbin Institute of Technology;University of California;;Three-dimensional finite element analysis of shake-table test for dynamic pile behavior in liquefaction-induced lateral spreading ground[J];土木工程学报;2013-S1
9 JIA Peng-fei1,2,KONG Ling-wei1,YANGAi-wu1(1.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,ChineseAcademy of Sciences,Wuhan 430071,China;2.State Key Laboratory of Continental Dynamics,Department of Geology,Northwest University,Xi’an 710069,China);Strain accumulation model of soils under low-amplitude high-cycle loading[J];岩土力学;2013-03
10 HE Jian-ping1,3,CHEN Wei-zhong2(1.Geotechnical and Structural Engineering Research Center of Shandong University,Jinan 250061,China;2.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;3.Shandong University at Weihai,Weihai 264209,China);THE NUMERICAL EXPERIMENTS AND ANALYSIS ON ANTI-LIQUEFACTION EFFECT OF PILE-SOIL COMPOSITE FOUNDATION[J];工程力学;2012-11
【Secondary References】
Chinese Journal Full-text Database 9 Hits
1 YAN Jiemin;HE Wubin;GUO Zhaosheng;College of Architecture and Civil Engineering,Taiyuan University of Technology;;Simulation analysis on shear strength of PHC pile[J];混凝土;2018-01
2 WANG Yao-xu;LI Gang;WANG Rui-ji;CHEN Hao;School of Civil Engineering,Southwest Jiaotong University;;Finite Element Analysis on Connection Type of PHC Pipe Pile and Bearing Platform[J];北方交通;2017-07
3 HE Fei;WANG Xu;LIU Deren;JIANG Daijun;LIU Boshi;School of Civil Engineering,Lanzhou Jiaotong University;;Experimental Study on Dynamic Characteristic Parameters of Undisturbed Frozen Sandy Soil of Qinghai-Tibet Railway[J];铁道学报;2017-06
4 NI Tie-quan;ZHANG Wen-chao;XU Cheng-xiang;School of Urban Construction,Yangtze University;School of Urban Construction,Wuhan University of Science and Technology;;Finite Element Analysis on Seismic Performance of PHC Pipe with Welded Dislocation Connection[J];武汉理工大学学报;2017-02
5 FENG DeCheng;LIN Bo;ZHANG Feng;FENG Xin;School of Transportation Science and Engineering,Harbin Institute of Technology;Communications Research Institute of Liaoning Province;;A review of freeze-thaw effects on soil geotechnical properties[J];中国科学:技术科学;2017-02
6 SU Yongqi;MA Wei;WU Zhijian;MA Erman;State Key Laboratory of Frozen Soil Engineering,Cold and Arid Regions Environmental and Engineering Research Institute,Chinese Academy of Sciences;University of Chinese Academy of Sciences;Lanzhou Institute of Seismology,China Earthquake Administration;;Study on characteristics of seismic peak ground acceleration at permafrost sites along Qinghai-Tibet Engineering Corridor[J];冰川冻土;2016-04
7 WANG Chang-feng;CHEN Xing-chong;DING Ming-bo;School of Civil Engineering,Yantai University;School of Civil Engineering,Lanzhou Jiaotong University;;Study of Seismic Responses of Bridge with Pile Foundations in Seasonal Frozen Soil Area[J];桥梁建设;2016-02
8 XIAO Donghui;MA Wei;ZHAO Shuping;ZHANG Ze;CAI Cong;State Key Laboratory of Frozen Soil Engineering,Cold and Arid Regions Environmental and Engineering Research Institute,Chinese Academy of Sciences;University of Chinese Academy of Sciences;College of G eographical Sciences,Nanjing Normal University;;Study of the dynamic parameters of frozen soil: achievements and prospects[J];冰川冻土;2015-06
9 ZHOU Yan-guo;DING Hai-jun;CHEN Yun-min;HUANG Bo;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education;Institute of Geotechnical Engineering, Zhejiang University;;Characterization of ageing effect of sands based on field testing indices[J];岩土工程学报;2015-11
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved