Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING》 1999-03
Add to Favorite Get Latest Update

Trial production of the new type umbrella shaped self expanding anchor and its pull out test

Zhang Jihong (Civil Department, Hefei University of Technology, Hefei, 230009)  
On the basis of prior trial production of the new type unbrella shaped self expanding anchor, its pull out tests and the comparative tests between the new type and screw anchors, this paper analyses the characteristics of load displacement curves of the new type anchors, divides its self expanding process into three different stages, and discusses its self expanding mechanism. It is found that the new type anchor can automatically expand its psrts into an umbrella shaped structure under the ground when the pull out load is applied, and then it uplift capacity can be remarkably improved. At the end of this paper, proposals are presented for further research.
【CateGory Index】: TU472
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 8 Hits
1 Liu Yi Mei Guoxiong Song Linhui Zai Jinmin(College of Civil Engineering,Nanjing University of Technology Nanjing 210009);EXPERIMENTAL STUDY OF A NEW TYPE UMBRELLA-SHAPED ANTI-FLOAT ANCHOR[J];Industrial Construction;2008-10
2 LIU Yi,MEI Guo-xiong,SONG Lin-hui,ZAI Jin-min(College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;Pull out resistance of a new type umbrella-shape anchor[J];Journal of Nanjing University of Technology(Natural Science Edition);2009-02
3 Zhang Jihong (Shanghai Geotechnical Investigations and Design Institute);UMBRELLA SHAPED SELF-EXPANDING ANCHOR AND IN APPLICATION TO FOUNDATION PIT SUPPORT[J];China Civil Engineering Journal;2003-08
4 LIU Yi 1,2 ,MEI Guoxiong 1,2 ,SONG Linhui 2 ,ZAI Jinmin 2 (1.College of Civil Engineering and Architecture,Nanchang Hangkong University,Nanchang,Jiangxi 330063,China; 2.College of Civil Engineering,Nanjing University of Technology,Nanjing,Jiangsu 210009,China);MANUFACTURE AND EXPERIMENTAL STUDY OF A NEW TYPE UMBRELLA-SHAPED ANTI-FLOAT ANCHOR[J];Chinese Journal of Rock Mechanics and Engineering;2009-S1
5 MEI Guo-xiong1,XU Min1,SONG Lin-hui2,ZHOU Feng1,ZAI Jin-min1(1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Department of Mechanics,Nanjing University of Technology,Nanjing 210009,China);In-situ tests on new umbrella-shaped anti-float anchors[J];Chinese Journal of Geotechnical Engineering;2010-06
6 ZHANG Ji-hong(Shanghai Geo-anchor Co.,Ltd.,Shanghai 200086,China);Study on effect of umbrella-shaped self-expanding anchor after its application[J];Rock and Soil Mechanics;2006-05
7 CHEN Hao-hua, HUANG Ming, GE Xiu-run (School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200030, China);New development of underreamed anchor——blade-underreamed grouted anchor[J];Rock and Soil Mechanics;2006-10
8 XU Min,SONG Lin-hui,ZHOU Feng,MEI Guo-xiong,ZAI Jin-min(College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China);In-situ test and numerical simulation of the umbrella-shaped uplift anchor[J];Rock and Soil Mechanics;2009-S1
【Citations】
Chinese Journal Full-text Database 1 Hits
1 Hu Jianlin (Central Research Institute of Building & Construction of MMI,Beijing,100088);Repeatable high pressure grouting soil anchors[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1998-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Wei(Yunnan No.3 Highway and Bridge Engineering Co.,Ltd, Simao 665000,China);The mechanism research on two times high-pressure splits grouting[J];Building Science Research of Sichuan;2005-04
2 YUAN Zhen-ru;Anti-floating Design in Underground Engineering[J];Underground Space;2004-01
3 SHEN Lei , LU Yu-nian , Yue Jian-yong (Shanghai Institute of Architectural Design & Research Co. Ltd, Shanghai, 200041 P.R.China);Deformation Characteristics of Oversized Deep Foundation Pit : Comparison of Numerical Simulation with the Instrumentation Results[J];;2005-04
4 WANG Yong , YUE Jian-yong (Shanghai Institute of Architectural Design & Research Co. Ltd, Shanghai 200041, P.R.China);Numerical Simulation of Horizontal Brace System in Bracing Structure Combined with Underground Structure[J];;2005-04
5 Ma Cangzhu1 Wei Lu2 Li Tiejun2 Yang Weimin2 (1.Shuncheng Engineering Construction Project Management Limited Company, Shijiazhuang 050011,China;2.Anhui University of Science and Technology,Huainan 232001,China);Application of Powder Spurt Pile Composite Foundation to Flood-plain Deposit Soft Soil Improvement[J];Journal of Beijing Polytechnic College;2008-03
6 Deng Hongchao; Zheng Zhichuan; Wang Jun; Xu Longxian(Changchun University of Earth Sciences ,Changchun 130026);THE MECHANICAL ANALYSES OF THE SOIL CEMENTATORY SIZE PRESTRESSED ANCHOR BAR[J];;1996-02
7 PAN Dian-qi,et al. (Dept .2 of Civil Engineering, Changchun Institute of Technology, Changchun 130021, China);Design and construction of main sewer pipe jacking under Ziyou street of Changchun city[J];Journal of Changchun Institute of Technology;2001-04
8 Li Xiaoe, Wang Zaiqin, Liao Guosheng (Yangtze River Scientific Research Insititute, Wuhan 430010);Study of Quick hardening Grouting Agent in Rock Bolting for Three Gorges Project[J];JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTITUTE;1997-01
9 Wang Haicheng,Wang Peiqing,Zheng Tingting;Study on Deep Foundation Pit Supporting and Dewatering in Baoji City[J];Urban Geotechnical Investigation & Surveying;2006-05
10 Ren HongWei1,Wang WuJun1,Li Yang2(1.Resources and environment college,Guizhou University,Guiyang 550003,China;2.South west jiaotong University,Chengdu 610031,China);The Causes and Treatments of Highway Collapse in Guiyang to Bijie[J];Urban Geotechnical Investigation & Surveying;2008-03
China Proceedings of conference Full-text Database 5 Hits
1 ZHAO Wen~1,LI Shen-gang~1,XU Yan~(1,2),SUN Hai-xia~(1,3) (1.Northeastern University Shenyang 110004 2.Shenyang Architectural University Shenyang 110168 3.Shenyang University of Technology Shenyang 110023);Monitoring analysis of subway foundation-pit engineering stability[A];[C];2007
2 SHEN Lei , LU Yu-nian , Yue Jian-yong (Shanghai Institute of Architectural Design & Research Co. Ltd, Shanghai, 200041 P.R.China);Deformation Characteristics of Oversized Deep Foundation Pit : Comparison of Numerical Simulation with the Instrumentation Results[A];[C];2005
3 WANG Yong , YUE Jian-yong (Shanghai Institute of Architectural Design & Research Co. Ltd, Shanghai 200041, P.R.China);Numerical Simulation of Horizontal Brace System in Bracing Structure Combined with Underground Structure[A];[C];2005
4 YANG Hong-hai (Fu shun branch of china coal reaserch institute,Fu shun Liao ning 113001);THE ANALYSIS OF OPEN COAL MINE ENGINEERING GEOLOGY EXPLORE TECHNIQUE MEASURES[A];[C];2005
5 He Guoyuan;Frame Double Piles—Application of Bolting Technology in Foundation Support[A];[C];2003
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Dong-liang,YANG Long-cai,WANG Bing-long(Key Laboratory for Highway and Traffic Engineering of Ministry of Education,Tongji University,Shanghai 200331,P.R.China);Experimental Analysis and Calculation of the Up-lift Resistance Bearing Capacity of Bored Cast-in-place Pile with Enlarged Bottom[J];Chinese Journal of Underground Space and Engineering;2006-05
2 Xia Bairu,Wang Guihe,Fang Mingdong;THE GROUND ANCHORING TECHNOLOGY WITH THE REAMED END[J];Geology and Prospecting;1997-03
3 Liu Wenbai Zhou Jian(Department of Geotechnical Engineering,Tongji University Shanghai\ 200092) Mengke Temuer(Inner Monolia Electric Power Investigation Designing Institute\ Hohhote\ 010062);UPLIFT TESTS AND CALCULATIONS OF UNDER-REAMED PILES[J];Industrial Construction;2003-04
4 Liu Yi Mei Guoxiong Song Linhui Zai Jinmin(College of Civil Engineering,Nanjing University of Technology Nanjing 210009);EXPERIMENTAL STUDY OF A NEW TYPE UMBRELLA-SHAPED ANTI-FLOAT ANCHOR[J];Industrial Construction;2008-10
5 Zhang Jihong (Shanghai Geotechnical Investigations and Design Institute);UMBRELLA SHAPED SELF-EXPANDING ANCHOR AND IN APPLICATION TO FOUNDATION PIT SUPPORT[J];China Civil Engineering Journal;2003-08
6 Hu Qinghong Zhang Tuqiao Xie Xinyu(Zhejiang University,Hangzhou 310027,China);Experimental study on the bearing capacity of large diameter cast-in-place under-reamed pile in deep soft soils[J];China Civil Engineering Journal;2007-04
7 Liu Mingzhen(Dept' of Cons. Eng., Xi'an Univ. of Arch & Tech Xi'an. 710055 );Experimental study on mechanism of pull-out resistance of belled tieback[J];JOURNAL OF XI'AN UNIVERSITY OF ARCHITECTURE &TECHNOLOGY;1996-02
8 WU Chun-qiu1,XIAO Da-ping1,WU Jun2(1.Institute of Foundation Engineering,China Academy of Building Research,Beijing 100013,China;2.Beijing Electric Power Transmission and Transformation Company,Beijing 102401,China);Experimental study on behavior of different uplift piles for deep-embedded underground structure[J];Chinese Journal of Geotechnical Engineering;2007-09
9 WANG Wei-dong1,WU Jiang-bin1,XU Liang2,HUANG Shao-ming2(1.East China Architecture Design Institute,Shanghai 200022,China;2.Shanghai Xian Dai Architectural Design(Group) Co.,Ltd.,Shanghai 200041,China);Full-scale field tests on uplift behavior of piles with enlarged base[J];Chinese Journal of Geotechnical Engineering;2007-09
10 ZHANG Le-wen, WANG Ren (Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China);Research on status quo of anchorage theory of rock and soil[J];Rock and Soil Mechanics;2002-05
【Secondary References】
Chinese Journal Full-text Database 7 Hits
1 LIU Yi,MEI Guo-xiong,SONG Lin-hui,ZAI Jin-min(College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;Pull out resistance of a new type umbrella-shape anchor[J];Journal of Nanjing University of Technology(Natural Science Edition);2009-02
2 LIU Yi 1,2 ,MEI Guoxiong 1,2 ,SONG Linhui 2 ,ZAI Jinmin 2 (1.College of Civil Engineering and Architecture,Nanchang Hangkong University,Nanchang,Jiangxi 330063,China; 2.College of Civil Engineering,Nanjing University of Technology,Nanjing,Jiangsu 210009,China);MANUFACTURE AND EXPERIMENTAL STUDY OF A NEW TYPE UMBRELLA-SHAPED ANTI-FLOAT ANCHOR[J];Chinese Journal of Rock Mechanics and Engineering;2009-S1
3 MEI Guo-xiong1,XU Min1,SONG Lin-hui2,ZHOU Feng1,ZAI Jin-min1(1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Department of Mechanics,Nanjing University of Technology,Nanjing 210009,China);In-situ tests on new umbrella-shaped anti-float anchors[J];Chinese Journal of Geotechnical Engineering;2010-06
4 ZHANG Ji-hong(Shanghai Geo-anchor Co.,Ltd.,Shanghai 200086,China);Study on effect of umbrella-shaped self-expanding anchor after its application[J];Rock and Soil Mechanics;2006-05
5 XU Min,SONG Lin-hui,ZHOU Feng,MEI Guo-xiong,ZAI Jin-min(College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China);In-situ test and numerical simulation of the umbrella-shaped uplift anchor[J];Rock and Soil Mechanics;2009-S1
6 ZENG Qing-yi1,YANG Xiao-yang2,YANG Chang-ya1(1.Shenzhen Julian Anchor Technology Company Ltd.,Shenzhen Guangdong,518034,China;2.Shenzhen Hydraulic and Civil Engineering Company Ltd.,Shenzhen Guangdong,518001,China);Mechanical mechanism and calculation method of bit expanded anchor rods[J];Rock and Soil Mechanics;2010-05
7 CAO Jia-wen1,PENG Zhen-bin1,PENG Wen-xiang1,HE Zhong-ming2,WU Qi-hong1 (1.School of Geoscience and Environment Engineering,Central South University,Changsha 410083,China;2.School of Traffic and Transportation Engineering,Changsha University of Science & Technology,Changsha 410004,China;3.School of Urban & Rural Construction,Chengdu University,Chengdu 610106,China);Experimental study on mechanical characteristics of inflatable anchors in soft clay[J];Chinese Journal of Geotechnical Engineering;2011-09
China Proceedings of conference Full-text Database 1 Hits
1 Zhang Xiangdong Zhang Chenguang (Institute of Civil Engineering and Transportation,Liaoning Technical University,FuXin 123000,China);The supporting types and optimizing design of the deep foundation pit[A];[C];2010
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 Su Weizhi and Hou Xueyuan (Tongji University, Shanghai);Carrying Capacity of Earth Anchors[J];Chinese Jounal of Geotechnical Engineering;1986-04
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved