Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Chinese Journal of Rock Mechanics and Engineering》 2012-10
Add to Favorite Get Latest Update

SUMMARIES OF KEY TECHNOLOGIES AND DIFFICULTIES IN NANJING YANGTZE RIVER TUNNEL PROJECT

GUO Xinjun1,2,MIN Fanlu3,ZHONG Xiaochun3,ZHU Wei4(1.School of Civil Engineering,Central South University,Changsha,Hunan 410083,China;2.China Railway Construction Corporation Limited,Beijing 100855,China;3.College of Civil and Transportation Engineering,Hohai University,Nanjing,Jiangsu 210098,China;4.National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety,Hohai University,Nanjing,Jiangsu 210098,China)  
Nanjing Yangtze River tunnel was constructed by slurry shield with diameter of 14.93 m.Along the 3 020 m tunnel,a highly permeable gravel stratum under water pressure of 0.65 MPa was passed through successfully.In the project,the most difficult tunnel with giant size across the Yangtze River,several construction difficulties were overcome,such as opening chamber under high pressure and under-passing the section of super shallow cover under the Yangtze River.Based on conditions of the site,difficulties faced with the project were analyzed and key technologies including filter cake formation and opening chamber under pressure were summarized systematically.These achievements would play a significant role in developing the technology of slurry shield with large size in China.
【Fund】: 国家自然科学基金资助项目(50908075)
【CateGory Index】: U455.43
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 9 Hits
1 Chen Jian(China Railway 14th Bureau Group Co. Ltd., Jinan 250014);Integrated Technical Control of Tunneling with a Super-large Diameter Slurry Shield[J];Urban Rapid Rail Transit;2008-06
2 Zhang Gongshe(14th Bureau Group Co.,Ltd.,Railway Building Corporation of China,Jinan 250014,China);Study of Improving the Design of and Engineering Application of TBM Tools to the Nanjing Yangtze River Tunnel[J];Traffic Engineering and Technology for National Defence;2009-04
3 ;Cord Fabric Rubber Plate Design for Rectangular Pipe Jacking Machine's Starting and Arriving[J];Building Construction;2010-02
4 LI Da-yong, WANG Hui, WANG Teng School of Civil Engineering, Shandong University ofScience & Technology; Guangzhou Subway Design and Research Institute; Department of Gentechincal Engineering, Tongji University;ANALYSIS OF SOIL REINFORCEMENT FOR THE STARTING AND ARRIVING OF SHIELD MACHINE IN METRO CONSTRUCTION[J];Journal of Railway Engineering Society;2006-01
5 Zhang Gongshe(China Railway 14th Bureau Group Co. Ltd.,Ji’nan 250014,China);Launching Technology of Super-diameter Slurry-pressure-balance TBM[J];Railway Construction Technology;2009-08
6 Xing Huitang(China Railway 14th Bureau Group,Co.,Ltd.,Jinan 250002);Techniques for a Slurry Shield Under-passing the Section with Super Shallow Cover in Nanjing Yangtze River Tunnel[J];Modern Tunnelling Technology;2010-02
7 YUAN Dajun1,HUANG Qingfei1,KOIZUMI Atsushi2,WANG Mengshu1 (1. Tunnel and Underground Engineering Research Center of Ministry of Education,Beijing Jiaotong University,Beijing 100044, China;2. Department of Civil Engineering,Waseda University,Tokyo 169-8555,Japan);STUDY ON SLURRY-WATER GUSHING DURING UNDERWATER SHIELD TUNNEL CONSTRUCTION[J];Chinese Journal of Rock Mechanics and Engineering;2007-11
8 WU Shiming1,LIN Cungang2,3,ZHANG Zhongmiao2,3,WANG Ning2,3(1.Hangzhou Qingchun Road Cross-river Tunnel Company Limited,Hangzhou,Zhejiang 310002,China;2.MOE Key Laboratory of Soft Soils and Geoenvironment Engineering,Zhejiang University,Hangzhou,Zhejiang 310058,China;3.Institute of Geotechnical Engineering,Zhejiang University,Hangzhou,Zhejiang 310058,China);RISK ANALYSIS AND CONTROL FOR SLURRY SHIELD UNDER-PASSING EMBANKMENT[J];Chinese Journal of Rock Mechanics and Engineering;2011-05
9 HAN Xiao-rui1,ZHU Wei1,2,LIU Quan-wei3,ZHONG Xiao-chun4,MIN Fan-lu1(1.Research Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China;2.College of Environmental Science and Engineering,Hohai University,Nanjing 210098,China;3.Nanjing Yangtze River Tunnel Engineering Headquarters,China Railway Fourteenth Group Corporation,Nanjing 211800,China;4.College of Civil Engineering,Hohai University,Nanjing 210098,China);Influence of slurry property on filter-cake quality on working face of slurry shield[J];Rock and Soil Mechanics;2008-S1
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 KANG Zuo (Xi'an metro Co.Ltd.,Xi'an 710016,China);Comprehensive Analysis on the End Shield Reinforcement Technology at Xi'an Metro[J];Journal of Dalian University;2011-03
2 Yang Shujiang(China Railway Tunnel Stock Co.,Ltd.,Zhengzhou 450000);Adaptability of Slurry Shield to the Water-soaked Cobble Ground of Chengdu Metro[J];Urban Rapid Rail Transit;2009-05
3 LUO FuRong①② JIANG Yusheng③ JIANG Hua③(①School of Civil Engineering,Beijing Jiao tong University,Beijing 100044)(②Beijing MTR Construction Administration Corporation,Beijing 100037)(③School of Mechanics and Civil Engineering,China University of Mining & Technology,Beijing 100083);THEORETICAL MODELING and Sensitivity analysis OF IMPROVED Sandy STRATA AT TBM PORTAL AREAS with STRENGTH AND STABILITY THEORIES[J];Journal of Engineering Geology;2011-03
4 Jiang Yusheng1 Jiang Hua1,2(1.School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing 100083; 2.State Key Laboratory for Geomechanics and Deep Underground Engineering,Beijing 100083);Study on Soil Reinforcement for the Launching and Arrival Ends of Large-Diameter EPB Shieldsin Beijing merto[J];Urban Rapid Rail Transit;2013-01
5 Zhou Song,Rong Jian,Chen Lisheng,Wang Hongxin(Shanghai Urban Construction Municipal Engineering(Group) Co.Ltd.,Shanghai 200065,China);Construction and Monitoring of Single Underground Railway Tunnel with Dual Carriageway Using Large-diameter Shield[J];Chinese Journal of Underground Space and Engineering;2013-02
6 WEI Dai-wei1,ZHU Wei1,2,MIN Fan-lu1(1.Geotechnical Engineering Research Institute,Hohai University,Nanjing,Jiangsu 210098,China;2.National Engineering Research Center of Efficient Utilization and Engineering Safety of Water Resourses,Hohai University,Nanjing,Jiangsu 210098,China);Change Laws of Excess Pore Water Pressure during Forming of Filter Cake in Slurry Shield[J];Journal of Water Resources and Architectural Engineering;2013-03
7 Zhang Boyang(CCCC Tunnel Engineering Co.,Ltd.Beijing 100088,China);The Key Technology of Super Large Diameter Shield Tunnel[J];Chinese Journal of Underground Space and Engineering;2013-03
8 LI Jianbin,HE Yulian (China Railway Tunneling Equipment Co.,Ltd.,Zhengzhou 450000,China);Diameter-varying Cutting Installations of Soft Ground Shield Machines[J];Tunnel Construction;2011-01
9 HONG Kairong1,LU Yaobang2,LIANG Kuisheng3,LIU Hongzhen2 (1.China Railway Tunnel Group Co.,Ltd.,Luoyang 471009,Henan,China; 2.Technology Center of China Railway Tunnel Group Co.,Ltd.,Luoyang 471009,Henan,China; 3.China Railway Tunnel Stock Co.,Ltd.,Zhengzhou 450003,China);Key Construction Technologies for Arrival of Sea-crossing Slurry Shield before Completion of Arriving Shaft Sinking[J];Tunnel Construction;2012-02
10 XU Shuo,YANG Xiong-fei;The reinforcement plan of launching shaft in Guangzhou subway project[J];Construction Mechanization;2012-02
China Proceedings of conference Full-text Database 3 Hits
1 Ren Liwei,Zhao Haifeng,Zhao Yu,Ma Hanchun,Du Dachuan;Study on Status and Development Trend of Manufacturing Technology of Large Shield Machine for Long Distance Excavating under High Water Pressure[A];[C];2011
2 ZHAO Lei~1,LU Hao~2,WANG Ming-yang~2,SHI Ye-hui~2,XIAO Jun-hua~3,YANG Bao-huai~4 (1.Logistics College of the CPLA,Beijing,100858 China;2.PLA University of Science and Technology,Nanjing.210007,China; 3.Transportation College,Nanjing University of Technology,Nanjing 210009,China;4.Kentop civil engineering,Nanjing 210007,China);Application Study of W.Kent Index Method on Risk Assessment in Subway Engineering Construction[A];[C];2012
3 WANG Xin~1,WANG Xiao-bo~1,WANG Yin-chang~1 (1.Institute of Urban Construction Design & Research in Shanghai,Shanghai 200125,China);Numerical simulation analysis of embankment's affect caused by super -large diameter shield tunnel's crossing[A];[C];2012
【Co-references】
Chinese Journal Full-text Database 4 Hits
1 Zhang Gongshe(14th Bureau Group Co.,Ltd.,Railway Building Corporation of China,Jinan 250014,China);Study of Improving the Design of and Engineering Application of TBM Tools to the Nanjing Yangtze River Tunnel[J];Traffic Engineering and Technology for National Defence;2009-04
2 LIU Gao-feng,SONG Tian-tian (1.Chengdu Metro Co.,Ltd.,Chengdu 610031,China;2.Department of Urban Rail Transit and Railway Engineering,Tongji University,Shanghai 201804,China);Analysis and Study on Wearing of Cutting Tools of Shield Machines Used in Chengdu Metro Construction[J];Tunnel Construction;2007-06
3 WU Xian-guo~1 WANG Feng~1 (1.School of Civil Eng.& Mechanics,HUST,Wuhan 430074,China);Gradation Evaluation of Underwater Shield Tunnel Construction Risks Using R=P×C Method[J];Journal of Wuhan Urban Construction Institute;2005-04
4 Zhang Huabing,Cheng Wuyi,Zhou Lijian,et al;Pipeline risk assessment practice of PetroChina Pipeline Company[J];Oil & Gas Storage and Transportation;2012-02
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 YANG Hong-yu et al.[;On the Development of Under-river Tunnel in China[J];Underground Space;2000-03
2 WEI Liang-wen1,ZHANG Qing-he1,DENG Zhong-yi2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Bovis Lend Lease(Shanghai) Co.Ltd.,Shanghai 200031,China);Research on Mechanism and Application of Face Stability in Large Slurry Shield Tunneling[J];Chinese Journal of Underground Space and Engineering;2007-01
3 CHEN Zhan lin,WU Zhong ming,XU Yan yong (Yangtze River Scientific Research Institute,Wuhan 430010,China);Experimental study on stability of tunnel excavation surface in sand foundation by slurry shield method[J];Journal of Yangtze River Scientific Research Institute;2001-05
4 Peng Shaojie;Countermeasure to Enhance Durability of Driving Tool of Geostatic Shield in Sandy Gravel Stratum[J];Urban Roads Bridges & Flood Control;2006-06
5 Yao Minghui(Guangzhou Branch, the 2~ nd Engineering Company, the 13~ th Bureau Group Corp.,C. R. C. C., Guangzhou 510600);Techniques for Relieving a Shield from Trapping and Corresponding Countermeasures[J];Urban Rapid Rail Transit;2006-05
6 Qu Tianxiang(China Railway Tunnel Joint Stock Co., Ltd., Xinxiang, Henan 453000);Shield Type Selection for the Water Diversion Tunnel Project across the Yellow River[J];Urban Rapid Rail Transit;2007-01
7 He Meide1 Le Guiping2 Liu Jun1(1.Beijing Municipal Engineering Research Institute,Beijing 100037;2.Beijing MRT Construction Administration Corporation,Beijing 100037);Stress Variation in Lining Segments Induced by the Construction of a Cross Passage in a Shield Tunnel[J];Urban Rapid Rail Transit;2007-03
8 Jin Shihe(14th Engineering Bureau Group Co.,Ltd.,C.R.C.C.,Jinan 250014);Strategies for EPB Shield Tunneling through Hard Rocks on Guangzhou Metro[J];Urban Rapid Rail Transit;2007-03
9 You Xinhua Wang LiangHuang Xiuyun Guo Xuhong(Beijing Urban Engineering GroupCorporation,Beijing 100044);Planning Principles and Analysis of Affecting Factors for Shied Tunneling[J];Urban Rapid Rail Transit;2007-03
10 Le Guiping Su Yi(Beijing MTR Construction Administration Corporation,Beijing 100037);Engineering Quality Management and Control of Shield Tunneling for Beijing Subway[J];Urban Rapid Rail Transit;2007-03
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved