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《Journal of Transport Science and Engineering》 2012-01
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Study on the security of a ultra-deep foundation pit with the pile-anchor support structure in the seasonal frozen earth

WANG Jia-wei(Shen Kan Engineering & Technology Corporation,MCC,Shenyang 110016,China)  
Through on-site monitoring methods for the pit,the current displacement and overwinter displacement of pit were studied.The results show that the horizontal displacement of ultra-deep pit with pile-anchor program is beyond the present locality code,but its security is suitable.Therefore,a new security index of this pit must be put forward to monitoring the result of other pits.The anchor prestressing is lost by freeze-thaw,and the horizontal displacement of pit is obviously increased and the security of pit is effected.The overwinter pit must be studied to reduce disadvantages during the design and construction.For example,the heat preservation of slope,could be done,and draining water could be removed from soils on the backside pile and on the surface of the earth.
【CateGory Index】: TU753
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Chinese Journal Full-text Database 6 Hits
1 ZHANG Jun1,CHEN Zhi-xin2,MEN Yu-ming2(1.School of Resources & Civil Engineering,Northeastern University,Shenyang 110004,China;2.School of Geology Engineering & Survey,Chang'an University,Xi'an 710064,China.);Study of Built-in Depth of Anchored Piles Against Landslide[J];Journal of Northeastern University(Natural Science);2008-11
2 ZHU Jianming~(*,1) LI Jin~* LIU Yinghua~+ *(Department of Civil Engineering,Beijing University of Aeronautics and Astronautics,Beijing 100083,China) +(Department of Mechanics,Tsinghua University,Beijing 100084,China);CALCULATION OF SAFETY FACTOR OF PILE ANCHORAGE SYSTEM IN FOUNDATION UNDER ATTACHED LOAD[J];Mechanics in Engineering;2007-02
3 LI Chun~1,PAN Xiu-yan~2 (1.Northeastern University,Shenyang,Liaoning 110004,China; 2.Liaoning Road Survey & Design Company,Shenyang,Liaoning 110005,China);Design Optimization of a Foundation Pit Support Program of Jinjiang District of Fujian Province[J];Construction Technology;2005-01
4 Yu Jianlin Gong Xiaonan (Zhejiang University);RESEARCH ON DEFORMATION OF FOUNDATION-PIT ENGINEERING[J];;2002-04
5 Sun Kai1,Xu Zhengan2,Liu Tingjin3,Fang Zongxin1 (1 Haikai Construction Engineering Limiter Company of Hainan Province, Haikou 570216 China) (2 Architecture Design and Research Academy of Guangdong Province, Guangzhou 510010 China) (3 Department of Geotechnical Engineering,Tongji University, Shanghai 200092 China);CONSTRUCTION MONITORING AND NUMERICAL SIMULATION FOUNDATION OF A ANALYSIS PIT[J];Chinese Journal of Rock Mechanics and Engineering;2004-02
6 ZHOU Xiang -lian,WANG Jian-hua,HUANG Xin (School of Civil Engineering and Mechanics,Shanghai JiaoTong University,Shanghai200240,China);Supporting and monitoring deep excavation of the phase II pump-station of circulation water of Beilun in Ningbo[J];Rock and Soil Mechanics;2002-01
Chinese Journal Full-text Database 10 Hits
1 YANG You-fa~(1,2),WANG Yi-gong~1(1.Faculty of Civil Engineering, Chongqing University,Chongqing400044,China;&the Environmental Disaster Control Engineering,Ministry of Education,Chongqing University,Chongqing400044,China);The influence of excavating slope to building at the bottom of the slope[J];Building Science Research of Sichuan;2004-03
2 SHEN Jian , WANG Jian-hua , GAO Shao-wu (Department of Civil Engineering, Shanghai JiaoTong University, Shanghai 200230, China);3-D Analysis Method of Retaining Structure of Deep Excavation Based on "M" Method[J];;2005-04
3 LI Tao , REN Jian-xi , MAO Ju-sheng (College of Architecture and Civil Engineering, Xi' an University of Science and Technology, Xi' an 710054 ,China);Research on Monitoring Scheme of Deep Foundation Pits in Urban Metro Stations[J];Chinese Journal of Underground Space and Engineering;2007-S2
4 Yang Xiaojie1,2,Liu Dongming2,3,Zhang Fan1,2,Zhang Baotong1,2,Huang Xinsheng4,Han Qiaoyun1,2(1.State Key Laboratory for Geomechanics & Deep Underground Engineering,Beijing 100083,China;2.School of Mechanics and Civil Engineering,CUMT,Beijing 100083,China;3.Airport Construction Corporation of Civil Aviation of China,Beijing 100101,China;4.Wanrong County Water Conservancy Bureau,Shanxi 044201,China);Study on the Stability of Foundation Pit Supporting in Metro Tunnels[J];Chinese Journal of Underground Space and Engineering;2010-03
5 Wang Yan(Shanghai Geotechnical Investigations & Design Institute Ltd.,Shanghai 200092,China);The Cause and Countermeasures for Accident at Shallow and Big Foundation Pit in Shanghai[J];Chinese Journal of Underground Space and Engineering;2011-03
6 ZHU Ruijun 1) ,GAO Qian 1) ,QI Gan 2) 1) Civil and Environmental Engineering School,University of Science and Technology Beijing,Beijing 100083,China 2) Mechanics and Civil Engineering School,China University of Mining and Technology,Beijing 100083,China;Settlement of buildings nearing a foundation pit under the condition of deep mixing pile retaining[J];Journal of University of Science and Technology Beijing;2006-08
7 NI Hongmei1,YIN Zhanwen2 (1.Jiaozuo Institute of Technology,Jiaozuo 454000,China; 2.Pingdingshan Institute of Technology,Pingdingshan 467001,China);Numerical simulation on behaviors of soil nailing[J];Journal of Pingdingshan Institute of Technology;2003-01
8 HUANG Chuan-sheng1,2,ZHANG Jia-sheng1(1.School of Civil Engineering and Architecture,Central South University,Changsha 410075 China;2.Jiangxi Zhongchang Construction Works Consulting and Supervision Co Ltd,Nanchang 330002,China);Forecasting model of deep foundation pits deformation based on grey markov chain theory[J];Journal of Railway Science and Engineering;2011-02
9 ZHANG Jun1,ZHU Fu-sheng1,WANG Zhu2,FU Dian-wu3(1.School of Resources & Civil Engineering,Northeastern University,Shenyang 110004,China;2.Shenyang Research Institute of Construction,Shenyang 110015,China;3.Capital Construction,Northeastern University,Shenyang 110004,China);Analysis of Lasting Monitoring Results for Design/Construction of Supporting System of a Deep Foundation in Shenyang[J];Journal of Northeastern University(Natural Science);2010-03
10 ZHANG Jun1,MA Hong-lin1,2,ZHU Fu-sheng1(1.School of Resources & Civil Engineering,Northeastern University,Shenyang 110819,China;2.Bureau of Road Construction and Management of Ningxia,Yinchuan 750001,China.);Treating and Monitoring Lacustrine Soft Soil Subgrade at Yinchuan City Ring Road[J];Journal of Northeastern University(Natural Science);2011-10
China Proceedings of conference Full-text Database 7 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 LIU Bo 1 , SONG Chang-jun 1 , LI Tao 1 , QIAN Xiao 2 , HUANG Jie 1 1. School of Mechanics & Civil Engineering, China University of Mining & Technology, Beijing 100083, China 2. Chengdu Xingshu Exploration & Foundation Engineering Co Ltd, Chengdu 610039, China;Mechanical characteristic of anchor pull pile supported deep excavation in sandy cobble ground[A];[C];2011
3 SHEN Jian , WANG Jian-hua , GAO Shao-wu (Department of Civil Engineering, Shanghai JiaoTong University, Shanghai 200230, China);3-D Analysis Method of Retaining Structure of Deep Excavation Based on "M" Method[A];[C];2005
4 XIA Jian-zhong~1 LUO Zhan-you~(1,2) GONG Xiao-nan~2 (1. School of Civil Engineering and Architecture, Zhejiang University of Science and Technology, Hangzhou 310023, China; 2. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China);Dewatering design and monitoring of building foundation pit nearby Qiantang River[A];[C];2008
5 SHEN Jian , WANG Jian-hua , GAO Shao-wu (Department of Civil Engineering, Shanghai JiaoTong University, Shanghai 200230, China);3-D Analysis Method of Retaining Structure of Deep Excavation Based on "M" Method[A];[C];2005
6 REN Jian-xi~1,CHEN Xin-yan~1,LUO Jian-feng~(1,2),GAO Li-xin~1,ZHANG Kun~1,LIU Jie~1,CHI Peng~1 (1.School of Architecture and Civil Engineering,Xi'an University of Science and Technology, Xi'an 710054,China;2.Jingyuan Coal Industry Limited Company,Baiyin 730913,China);Monitoring Study of Deformation Laws of Supporting Structure of Deep Foundation Pit of Subway Station[A];[C];2007
7 WANG Yuan~1,ZHANG Yan-zhong~2,ZHANG Jun-ping~3,ZENG Jing~1,GAO Lei~1 (1.Engineering Institute of Engineering Corps,PLA University of Science and Technology,Nanjing 210007,China; 2.Dept.of college affairs,Nanjing Army Command College,Nanjing 210045,China; 3.Dept.of school affairs,PLA University of Science and Technology,Nanjing 210007,China);Analysis and information construction of slim deep excavation in city[A];[C];2012
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 ZHU He hua et al(12);FEA on Feasibility of the Supporting by Enclosing Piles with Pre-stressed Anchor[J];Underground Space;2003-01
2 Zhuang Xinshan et al.;On Overloading Design Method for the Slope of Deep Foundation Pit Braced by Soil Nail[J];Geotichnical Investigation and Surveying;2002-05
3 Chen Lixin (The Second Construction Engineering Corp.of Benxi Iron & Steel Complex 117100) Wang Shichuan (Xian University of Architecture & Technalogy 710055);THE ANALYSIS OF ELASTIC PLASTIC DESIGN THEORY OF ANTI SLIDEPILES[J];;1997-07
4 ZENG Yun-Hua, ZHENG Ming-xin (School of Qvil Engineering and Architecture, East China Jiaotong University Nanchang 330013, China);Force Distribution Rule of Retaining Piles with Prestressing Cables[J];Journal of East China Jiaotong University;2003-02
5 Zhang Hanxu(College of Water Conservancy and Hydropower Engineering, Hohai Univ.,Nanjing 210098);Study on Effect of Prestressed Anchored Steel Ropeon the Rock with Finite Element Method[J];JOURNAL OF HOHAI UNIVERSITY;1999-03
6 Liu Huan Fu Xudong (College of Civil Engineering ,Wuhan University);Discussion on 3D Limit Equilibirum Analysis Method for Slope Stabiliy[J];Site Investigation Science and Technology;2005-01
7 WANG Hongyu~(1,2),YANG Min~1(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.College of Civil and Hydraulic Engineering,Ningxia University,Yingchuan 750021,China);Approximate Upper-Bound Solution for Bearing Capacity of Strip Footings near Excavations[J];Journal of Tongji University(Natural Science);2006-03
8 Shi Peidong (Zhejiang Academy of Building Research,Hangzhou,China);State-of-Art of Deep Excavations in China[J];WEST-CHINA EXPLORATION ENGINEERING;1998-02
9 Li Sihai; Zhang Yujun(Fujian Build Mechanized Construction Compang, Xiamen 361012)(Institute of Rock and Soil Mechanics, The Chinese Academy of Sciences, Wuhan 430071);NUMERICAL SIMULATIONS BY 2D FEM IN PROCESS OF EXCAVATION AND SUPPORTING OF DEEP FOUNDATION DITCH[J];CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING;1999-03
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