Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Chinese Journal of Underground Space and Engineering》 2008-01
Add to Favorite Get Latest Update

Mechanism and Determination of Parameters of Synchronous Grouting in Shield Tunneling

SONG Tian-tian1, ZHOU Shun-hua1,XU Run-ze2(1.Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China;2.China Railway 13th Bureau Group Co.,Ltd.,Changchun 130033,China)  
Based on the analysis of the mechanism of synchronous grouting in shield tunneling,the grouting pressure and grouting volume are studied by the methods of theoretic analysis and calculation.Through the studies,the method of determining grouting pressure under three key factors,that is,the relationship between grouting volume,filling ratio and advance speed,and the quantitative method for grouting pressure and grouting volume are gained.
【CateGory Index】: U455.43
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 10 Hits
1 Xiao Li1,2,Zhang Qinghe1,2,Zhao Tianshi3,Yang Junlong4,Yang Guanghui4(1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092, China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;3.Poly Real Estate Group Co.,Ltd.,Guangzhou 510623,China;4.Shanghai No.2 Municipal Engineering Co.,Ltd.,Shanghai 200065,China);Study on Mortar Material of Tail Void Grouting in Slurry Shield Tunnel[J];Chinese Journal of Underground Space and Engineering;2011-01
2 Li Peng1,Du Shouji1,Liu Yanbin2(1.School of Naval Architecture,Ocean and Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China; 2.Shanghai Bund Area Comprehensive Transportation Improvement Project Construction Headquarters,Shanghai 200010,China);Analysis on Influence of Subway Shield Tunnel Construction on Overlying Cross-River Tunnel[J];Chinese Journal of Underground Space and Engineering;2011-06
3 Yan Bo1,2,Yang Guolong2,Lin Hui3,Lin Peiyuan1,Wu Wenbiao3(1.Sun Yat-Sen University,Guangzhou,510275,China;2.Guangdong Provincial Academy of Building Research, Guangzhou,510500,China;3.Second Board Co.,Ltd.of Guangdong Hydropower,Guangzhou,510663,China);Reasearch on Shield Tunneling Parameters Optimization and Surface Subsidence Control[J];Chinese Journal of Underground Space and Engineering;2011-S2
4 Yang Chun-shan1,Wu Zeng-wei2,Zhang Ya-ning1(1.Faculty of Civil and Transportation Engineering,Guangdong University of Technology,Guangzhou 510006,China; 2.Guangzhou Metro Design and Research Institute Co.,Ltd,Guangzhou 510010,China);Numerical Analysis of Grouting Hardening Process of Shield Tunneling[J];Journal of Guangdong University of Technology;2011-04
5 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
6 Hao Runxia;Architecture and Civil Engineering School,Inner Mongolia University of Science and Technology;;Analysis of Over-excavated Volume and Synchronous Grouting Volume for the Shield Tunnel at Curved Section in Soft Soil Area[J];Chinese Journal of Underground Space and Engineering;2013-05
7 Liu Shubin;Zhou Libo;Wuxi Metro Group Co.,Ltd;;Investigation and Analysis of Shield Construction Quality in Curved Area with Small Radius[J];Chinese Journal of Underground Space and Engineering;2013-S2
8 LI Bo,SHU Qilin,WANG Jun,ZHANG Dawei(School of Mechanical Engineering,Shenyang Ligong University,Shenyang 110159,China);Design of Test Platform of Simultaneous Grouting System of Shield[J];Tunnel Construction;2011-05
9 LI Bo,WANG Jun,SHU Qilin,ZHANG Dawei (Mechanical Engineering College of Shenyang Ligong University,Shenyang 110159,China);Design of Experimental Device for Simultaneous Grouting Test Platform of Shield Machine[J];Tunnel Construction;2012-02
10 REN Li-wei1,YANG Tao1,FEI Xue-ting1,MA Chun-feng2,ZHAO Yu1(1.State key Laboratory of Tunnel Boring Machine NHI of North Heavy Industries,the North Heavy Industries Shield Machine Branch,Liaoning Shenyang 110141,China;2.Shenyang University of Science and Technology,Liaoning Shenyang 110045,China);Design Parameters Confirm and Control of Mortar System for φ6.28m EPB[J];Machinery Design & Manufacture;2013-01
China Proceedings of conference Full-text Database 3 Hits
1 SI Xiang-Yu YANG Ping SHAO Guang-hui ZHENG Jia-zhu XIA Jiang-tao (Construction Institute of Nanjing Forestry Univ,Nanjing Jiangsu 210037,China);Site Monitoring Research on Ground Surface Subsidence of Tunnel Induced by Shield Construction Parameters[A];[C];2008
2 Liang, Zheng-Kai Railway Tunnel Group Hangzhou Branch,Hangzhou;Composite Saturated Clay Layer Shield and Floating Control[A];[C];2012
3 Hao Runxia (Architecture and Civil Engineering School,Inner Mongolia University of Science and Technology,Baotou,Inner Mongolia 014010,China);Analysis of Over-excavated Volume and Synchronous Grouting Volume for the Shield Tunnel at Curved Section in Soft Soil Area[A];[C];2013
【Citations】
Chinese Journal Full-text Database 4 Hits
1 BIAN Jin , TAO Lian-jin , GUO Jun (College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China);The Ground Settlement Monitoring of a Shield Tunnel[J];;2005-02
2 LI Da-yong~1,WANG Hui~2,WU Ya-jun~3(1.School of Civil Engineering,Shandong University of Science & Technology,Qingdao 271019;2.Guangzhou Subway Design and Research Institute,Guangzhou 510010;3.Department of Geotechnical Engineering,Tongji University,Shanghai 200092);Impact of Shield Tunneling on the Environment Around the Tunnel[J];;2005-S1
3 ZOU Chong (Science Research Agency, Chinese Railway Tunnel Group, Luoyang, Henan 471009,China);Synchronized Grouting Technology for Shield Tunnel[J];Construction Technology;2002-09
4 WANG Hui1, LI Da-yong2,3, XIA Guang-hong2(1.Guangzhou Subway Design and Research Institute, Guangzhou 510010,China; 2.Shandong University of Science & Technology, Taian 271019,China;3.Dept. of Geotechnical Engineering,Tongji University, Shanghai 200092,China);Analysis of Problems Arising from and Measures Taken in the Construction of Grouting at the Tail of the Shield Machine[J];Journal of University of Science and Technology of Suzhou(Engineering and Technology);2004-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LU Zhiqiang,LIU Jianwei,XU Xiaopeng ( Ranken Railway Construction,Ltd. ,Chengdu 610015,China);Design and application on glass fiber reinforced concrete in subway project[J];Sichuan Building Science;2010-05
2 HUANG Wei,WANG Zhi-gang(Civil Engineering School,Anhui University of Architecture,AnHui,Hefei 230022,China);Control analysis of shield tunneling parameters when through the granite globular weathering body[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2012-02
3 Hou Zhikui, Zhang Zhibo (Tunnel Affiliation of China Railway Shisiju Group Corporation , Jinan 250000 , China ; Guangzhou Affiliation of China Railway Shisiju Group Corporation , Guangzhou 510000 , China);Displacement Control Technique in Shield Tunnel Construction[J];Anhui Architecture;2006-02
4 Li Pengcheng(The Second Engineering Co.,Ltd.of CTCE Group,Suzhou 215100,China);Study on Mechanical Behavior and Deformation of Segment Lining in Shield Driven Tunnel[J];Anhui Architecture;2008-05
5 ZHOU Hong-bo~1,HE Xi-xing~1,JIANG Jian-jun~2,CAI Lai-bing~1 (1.Shanghai Jianke Project Management Co.Ltd.,Shanghai 200032,China;2.Sichuan Province C.D.Highway Planning,Survey,Design and Research Institute,Chengdu 610041,China);Risk Identification and Handling in Construction of Metro Shield Tunnel Project[J];Chinese Journal of Underground Space and Engineering;2006-03
6 HU Xin-peng~1 SUN Mou~1 LI Jian-hua~1 DONG Xin-ping~2 (1.China Railway Tunnel Group,Luoyang 400791,P.R.China) (2.Zhengzhou University,Zhengzhou 450002,P.R.China);Computing of Supporting Pressure of Working Chamber for EPB Shield Applied in Metro[J];Chinese Journal of Underground Space and Engineering;2006-S2
7 SONG Tian-tian,ZHOU Shun-hua(Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China);Design Analysis on Cutterhead of Shield Machine in Mixed Strata[J];Chinese Journal of Underground Space and Engineering;2007-03
8 YAN Chang-zheng1,2,ZHANG Qing-he1,2,WANG Shentang3(1.Key Laboratory of Geotechnical Engineering,Tongji University,Shanghai 200092,P.R.China2.Department of Geotechnical Engineering,School of Civil Engineering,Tongji University,Shanghai 200092,P.R.China3.University of Hawaii at Manoa,Hawaii 999204,U.S.A);Comparison of Internal Forces and Displacements between Continuous-jointed and Stagger-jointed Segmental Lining[J];Chinese Journal of Underground Space and Engineering;2007-04
9 LI Yun,ZHANG Zi-xin(1.Key Laboratory of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Department of Geotechnical Engineering,School of Civil Engineering,Tongji University,Shanghai 200092,China);Influence of Slurry Infiltration on Excavation Face Stability[J];Chinese Journal of Underground Space and Engineering;2007-04
10 YE Fei1,2,ZHU He-hua1,DING Wen-qi1,QU Hai-feng1,LI Peng1(1.Department and Key Lab of Geotechnical Engineering,Tongji University,Shanghai,200092;2.Highway College of Chang'an University,Xi'an,710064);Analysis on Anti-Buoyancy Caculation In Excavation of Big Cross-Section Shield Tunnel[J];Chinese Journal of Underground Space and Engineering;2007-05
China Proceedings of conference Full-text Database 10 Hits
1 Xu Yi,Shen Zhangyong,Li Qinfeng;Comprehensive Treatment of Structural Waterproofing and Reinforcement for an Impaired Operational Tunnel in Shanghai Metro[A];[C];2011
2 PAN Guorong 1), ZHANG Dehai 2) 1) Department of surveying and geoinformatics Tongji university Shanghai 200092 2) Shanghai metro shield equipment and engineering Co. Ltd. Shanghai 200031;Development and Application of the Combined Method of Automatic Total Station and Gyroscope in Shield boring Measure[A];[C];2009
3 ZHANG Fei-jin~1 GAO Wen-xue~2 1.Hainan Highway Survey and Design Institute,Haikou 570206,China; 2.Department of Civil Engineering,Beijin University of Teclmology,Beijin 100022,China;The construction control measure research of shield-driven tunnel crossing existed line[A];[C];2007
4 SUN Haixia~(1,2),ZHAO Wen~2,WANG Zhaoyu~2,YU Jianjun~3 (1.Shenyang University of Technology,Shenyang 110178; 2.Northeastern University,Shenyang 110004; 3.China Railway 9 th Bureau Group Co.,Ltd.,Shenyang 110013 );Study on Ground Surface Settlement Induced by Shield Tunneling of Metro Works[A];[C];2010
5 HUANG Tao (Guangzhou Municipal Dunjian Underground Construction Engineering Co.,Ltd.Guangzhou 510030 );Construction Quality Control of Shield Tunneling in Sharp Curve Section[A];[C];2010
6 HE Shanning (The 2nd Engineering Co.,Ltd.of China Railway Tunnel Group,Beijing 100055 );Shaft Consolidation by Plain Piles for Large Diameter Shield Boring[A];[C];2010
7 Lu Junjie Shanghai Tunnel Engineering Co.,Ltd., 200082,Shanghai,China;Construction Technology for Shield Breaking out below Large-Scale Underground Structural Base Plate[A];[C];2010
8 Wang Tie Shanghai First Municial Engineering Co.,Ltd.,200083,Shanghai,China;Urban Rail Transit Shield Penetrating Construction Technique[A];[C];2010
9 Li Gang,Peng Jiancheng Shanghai Tunnel Engineering Co., Ltd.,200023,Shanghai,China;Analysis of Shield Wear in Composit Layer and Optimum Disposition Technology[A];[C];2010
10 Zhou Jian'gang (Huatie Engineering Consulting Co.,Ltd.,Beijing 100044,China);Construction Technology of Overlapping-type Shield Tunnel[A];[C];2011
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Tang Mingru, Zheng Shuirong, Zhang Cui, Sun Manling (Department of Applied Chemistry, Northwestern Polytechnical University,Xi′an 710072, China);STUDY ON FAST-EXPERIMENT METHOD FOR PUR FILLING MATERIAL IN HIGH-SPEED RAILWAY[J];Engineering Plastics Application;2005-03
2 DONG Qichang,HUANG Xingchun,YU Changrong(Shanghai Jiaotong University,School of Naval architecture,Ocean and Civil Engineering,Shanghai 200240,China);The model experiment and research of synchronized pouring when in the shield tunneling construction in gravel stratum[J];Sichuan Building Science;2009-05
3 LIU Jian1,LI Fu-tang2(1.School of Mechanical Engineering and Automation,University of Science and Technology Liaoning,Anshan 114051,China;2.Anshan Fluid Equipment Manufacturing Co,Anshan 114012,China);Numerical simulation and analysis on 3D flow in Fluent based butterfly valve[J];Journal of University of Science and Technology Liaoning;2008-Z1
4 Xie Dingyi;The Past,Present and Future of the Research on Mechanical Characteristics and Application of Loess[J];UNDERGROUND SPACE;1999-04
5 Bai Tinghue et al.;The Protection Technique during Passing of Shield through the Operating Metro Tunnel[J];UNDERGROUND SPACE;1999-04
6 LI Qiang et al.;Influence of Shield Force Variation on Deformation of Ground Surface[J];Underground Space;2002-01
7 HUANG Hong wei et al.;Research and Analysis on Longitudinal Deformation Characteristics of Shield Tunnel[J];Underground Space;2002-03
8 HU Ru jun et al(28);Sensibility Analysis of Design Parameters of Segment for Shield Tunnel[J];Underground Space;2003-01
9 LI Hui ping et al;Application and Development of Automatic Direction Control of the Shield Machine[J];Underground Space;2003-01
10 TANG Xuan;A Study on Several Key Topics of Shield Tunnel Lining Design[J];Underground Space;2003-02
China Proceedings of conference Full-text Database 1 Hits
1 Jiang Yusong Bao Wei Sun Yong (Key Laboratory of Mine Construction Engineering,Anhui University of Science and Technology,Huainan 232001 China);DEPLOITATION APPLY AND DEVELOPMENT OF MODERN GROUTING TECHNOLOGY[A];[C];2007
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 Li Peng1,Du Shouji1,Liu Yanbin2(1.School of Naval Architecture,Ocean and Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China; 2.Shanghai Bund Area Comprehensive Transportation Improvement Project Construction Headquarters,Shanghai 200010,China);Analysis on Influence of Subway Shield Tunnel Construction on Overlying Cross-River Tunnel[J];Chinese Journal of Underground Space and Engineering;2011-06
2 Yan Bo1,2,Yang Guolong2,Lin Hui3,Lin Peiyuan1,Wu Wenbiao3(1.Sun Yat-Sen University,Guangzhou,510275,China;2.Guangdong Provincial Academy of Building Research, Guangzhou,510500,China;3.Second Board Co.,Ltd.of Guangdong Hydropower,Guangzhou,510663,China);Reasearch on Shield Tunneling Parameters Optimization and Surface Subsidence Control[J];Chinese Journal of Underground Space and Engineering;2011-S2
3 Dai Shimin;Construction Control Technology of Super-large Diameter Earth Pressure Balance Shield to Underpass Pedestrian Passage in Short Distance[J];Urban Roads Bridges & Flood Control;2012-06
4 Lin Hui Wu Wenbiao(Second Board Co.,Ltd.of Guangdong Hydropower Guangzhou 510663,China);The Shield Tunneling Parameter Optimization and Surface Subsidence Control in Che-Huang Tunnel Station Sector of Guangzhou Subway Line 4[J];Guangdong Architecture Civil Engineering;2010-08
5 Xu Furong Lü Qiuhong Liu Xin(Shaanxi Railway Engineering Institute,Weinan 714000,China);CONSTRUCTION TECHNIQUE OF SHIELD TUNNELING IN BAD STRATA THROUGH VILLAS[J];Industrial Construction;2012-08
6 Liu Xunhua,Li Bo,Ji Chang Hongrun Construction Group Co., Ltd.,200232,Shanghai,China;On Earth Pressure Balance Shield Construction of Cross-River Tunnel[J];Urban Mass Transit;2012-09
7 WAN Fei1,TAN Zhongsheng1,CHEN Yan2(1.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;2.Avic Geotechnical Engineering Institute CO.LTD,Beijing 100098,China);Research on construction program of new tunnel passing above existing tunnel at a short distance[J];Journal of Beijing Jiaotong University;2013-01
8 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
9 Zhang Sanding1,Xia Yinfei2,Ma Guisheng1,Luo Xiaojie1(1.Changjiang Geotechnical Engineering Corporation,Wuhan 430010,China;2.Wuhan Metro Group Co.,Ltd.,Wuhan 430030,China);Reconnaissance and Construction Key Issues for the Cross-river Tunnel of Wuhan Subway Line No.2[J];Chinese Journal of Underground Space and Engineering;2013-04
10 Wang Weiwei;Sun Lisha;Institute of Mining Research Heilongjiang University of Science and Technology;Department of Humanities,Heilongjiang University of Science and Technology;;Discussion on the Survey and Control Technology of Hiding Collapsed Pit and Unused Spaces in Downtown Area[J];Chinese Journal of Underground Space and Engineering;2013-S2
【Secondary Citations】
Chinese Journal Full-text Database 4 Hits
1 Tang Yiqun et al .[;Study of Ground Settlement caused by Subway Tunnel Construction in Shanghai[J];;1995-04
2 Zhou Dong;Experimental Study of New Materials of Synchronic Grouting in Shield Tunneling[J];Undergrourd Engineering and Tunmels;2002-01
3 SHEN Peiliang1, ZHANG Haibo2, YIN Zongze2(1. Shanghai Tunnel Engineering Co. Ltd., Shanghai 200032, China; 2.Geotechnical Research Institute of Hohai Univ., Nanjing 210098, China);Ground settlement due to shield construction in Shanghai metro tunnel project[J];Journal of Hehai University (Natural Sciences );2003-05
4 Wu Bo;Gao Bo Dep. of Underground Engineering, School of Civil Engineering, Southwest Jiaotong University. Chengdu China 610031;3D NUMERICAL SIMULATION ON EFFECT OF TUNNEL CONSTRUCTION ON ADJACENT PIPELINE[J];Chinese Journal of Rock Mechanics and Engineering;2002-S2
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved