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《CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING》 1998-04
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Analysis of stability factors of surrounding rock in double track tunnel during support and reinforcement

Ding Chunlin (Institute of Geotechnical Engineering ,Shanghai Tiedao University ,200331)  
This paper analyses influence of shotcrete′s strength and thickness ,anchors′ strength , diameter and space ,surrounding rock′s cohesion,internal friction angle etc. within grouting region on surrounding rock stability of double track tunnel during support and reinforcement by using a elastoplastic finite element method,which provides reference for optimization design for tunnel and underground structure and engineering disposal . In the paper ,surrounding rock is dispersed by rectangular elements ,then shotcrete and anchors are imitated by using truss elements . Slide plane is dealt with a low intensity medium,and the common isoparametric element with four node is adopted .
【CateGory Index】: U451
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【References】
Chinese Journal Full-text Database 6 Hits
1 Dou Shixue;Wang Keyuan;Zhang Wuxing;Li Zhiqing;The Fifth Engineering Co., Ltd.,China Railway 25th Bureau Group;Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University;;Study on Construction Parameters of Shallow and Large-section Loess Tunnel[J];华东交通大学学报;2014-06
2 LI Jie1, GUO Hai-yan1, LIU Ling-yun1, MU Gui-jie2 (1 Engineering College, Ocean University of China. Qingdao 266071.China; 2. Architecture Design Research Institute of Yantai.264001.China);Stability analysis of surrounding rock of Zhangbakou tunnel[J];岩土力学;2004-S2
3 Ding Chunlin1,Meng Xiangbing2,Chen Li1 (1Education Ministry Key Lab of Road and Traffic Engineering,Tongji University, Shanghai 200331 China) (2China Tiesiju Civil Engineering Group Co. Ltd., Hefei 230023 China);NUMERICAL SIMULATION AND CONSTRUCTION TECHNIQUES OF TRANSITIONAL TRUMPET-LIKE TUNNEL OF METRO[J];岩石力学与工程学报;2004-15
4 Ding Chunlin1,Gan Baixian2,Zhong Huihong3,Zhou Shunhua1 (1Department of Railway Engineering,Tongji University, Shanghai 200331 China) (2No.4 Engineering Bureau,China Railway Ministry, Hefei 230023 China) (3Department of Underground Engineering,Tongji University, Shanghai 200092 China );STABILITY EVALUATION OF AIRFIELD RUNWAY SUBGRADE CONTAINING EARTH CAVES AND KARST[J];岩石力学与工程学报;2003-08
5 DING Chun lin 1,ZHOU Shu ming 2,ZHOU Shun hua 1 (1 Department of Railway Engineering, Tongji University, Shanghai 200331, China; 2.Design Institute of Tunnel Co., China R. M., Luoyang 471000, China);Shield construction's influence on the surrounding rocks' inner force for the tunnel and stratum deformation[J];中国公路学报;2002-04
6 DING Chun-lin et al;Dark-excavation Construction Techniques of the Double-line Tunnel and Its Numerical Simulation Analysis[J];地下空间;2002-04
China Proceedings of conference Full-text Database 4 Hits
1 CHEN Zheng;HE Ping;ZHANG An-qi;WANG Xiu-ying;School of Civil Engineering,Beijing Jiaotong University;;STUDIES ON THE DEFORMATION AND DAMAGE MECHANISM OF SHALLOW BURIED TUNNEL IN SOFT ROCK EXCAVATED BY THREE-BENCH SEVEN-STEP METHOD[A];[C];2015
2 CHEN Zheng;HE Ping;ZHANG An-qi;WANG Xiu-ying;School of Civil Engineering, Beijing Jiaotong University;;STUDIES ON THE DEFORMATION AND DAMAGE MECHANISM OF SHALLOW BURIED TUNNEL IN SOFT ROCK EXCAVATED BY THREE-BENCH SEVEN-STEP METHOD[A];[C];2015
3 Qu Dongming;Ding Chunlin;Hou Mingzhang;Li Zhiqing;CCCC Second Highway Engineering Co.,Ltd.;Key Laboratory of Road and Traffic Engineering of the Sate Ministry of Education,Tongji University;;Affects of Construction Parameters on a Shallow-buried Large-Section Tunnel[A];[C];2014
4 Ding Chunlin;Wang Jun;Wang Gaoyan;Li Zhiqing;Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University;CCCC Second Highway Engineering Bureau Co.,Ltd.;;Comparison of Excavation Methods for the Shallow-Buried Highway Tunnel with a Large Section[A];[C];2014
【Co-references】
Chinese Journal Full-text Database 7 Hits
1 HU Shimin,ZHANG Dingli,WANG Mengshu(Tunneling and Underground Engineering Research Center of Ministry of Education,Beijing 100044,China);Initial support action effect of large section railway tunnel in loess[J];北京交通大学学报;2012-01
2 Gong Chengshu (Beijing Tiecheng Construction Supervision Co.Ltd.,Beijing 100855,China);Three-bench Seven-step Excavation Method for Large Section Loess Tunnel[J];铁道建筑技术;2009-06
3 WANG Jiang-hong WANG Chun-bo LU Guang-ning;Application of PLAXIS to simulation of foundation excavation and support[J];山西建筑;2007-35
4 LIU Chang-xiang1,Lü Chang-xin2(1.Department of Underground Construction and Engimeering,Tongji University,Shanghai 200092;2.Hangzhou Traffic Facility Construction Section,Hangzhou 310005);Numerical Simulation for the Stability of Large Cross Section Expressway Tunnel With Three Lanes[J];地下空间与工程学报;2007-04
5 Wang Lizhong, Hu Yayuan, Wang Bailin, Chen Yunmin ( Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027 China) ( Ningbo Standard Highway Bereau, Ningbo 315041 China);STABILITY ANALYSIS AND MONITORING FOR TUNNEL IN LOOSE SOILS DURING CONSTRUCTION[J];岩石力学与工程学报;2003-04
6 Ding Chunlin1,Zhu Shiyou2,Zhou Shunhua1 (1Department of Railway Engineering,Tongji University, Shanghai 200331 China) (2Design Institute of Tunnel Co.,China Railway Tunnel Group, Luoyang 471000 China);INFLUENCE OF IN-SITU STRESS RELEASE ON THE STABILITY OF SURROUNDING ROCK MASSES AND GROUND SURFACE SETTLEMENT FOR SHIELD-DRIVEN TUNNEL[J];岩石力学与工程学报;2002-11
7 Ding Chunlin (Institute of Geotechnical Engineering ,Shanghai Tiedao University ,200331);Analysis of stability factors of surrounding rock in double track tunnel during support and reinforcement[J];岩土工程学报;1998-04
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 HU Shuangzi;Survey,Design and Research Institute,China Railway Tunnel Group Co.,Ltd.;;Stability Analysis of Soil Cave in Finite Element Method and Foundation Treatment[J];土工基础;2017-06
2 ZHANG Jian;LI Shucai;ZHANG Qianqing;LI Liangliang;HE Peng;Geotechnical and Structural Engineering Research Center,Shandong University;Shandong Zhengyuan Construction Engineering Co.,Ltd;;Grouting treatment of foundation in covered karst region and effect detection analysis[J];建筑结构学报;2017-09
3 Hu Xiaoyin;China Railway 11th Bureau Group Co.Ltd.;;Study on Construction Technology of Large-span to Multi-arch Transition Section of Highland Stress Soft Rock Tunnel[J];铁道建筑技术;2017-05
4 Sun Xiaohao;Miao Linchang;Lin Haishan;Institute of Geotechnical Engineering,Southeast University;;Numerical simulation research on excavation face stability of different depths of shield tunnel[J];东南大学学报(自然科学版);2017-01
5 LIU Yin;FENG Fei;QU Jie;Northwest Engineering Corporation Limited;;Analysis on Stability of Surrounding Rock of Basbar Shaft[J];西北水电;2016-06
6 Dou Shixue;China Railway 25th Bureau 5th Engineering Group Co.,Ltd;;Numerical simulation and entrance construction techniques of large-section loess tunnel[J];山西建筑;2016-23
7 GAO Hongtao;Hunan Co.,Ltd.of Shanghai-Kunming Passenger-dedicated Railway;;Safety Evaluation of Primary Support Structure during Collapse Treating of Large Cross-section Railway Tunnel[J];隧道建设;2016-06
8 XIAO Wu-quan;School of Civil Engineering,Central South University;;Preliminary exploration on the critical buried depth of the soil cave in karst area[J];中国岩溶;2016-02
9 LAI Jin-xing;WANG Ke;QIU Jun-ling;School of Highway,Chang'an University;;Numerical Simulation and Research on the Influence of Different Positions of Concealed Karst Caves in Tunnel Structure[J];公路;2015-08
10 LI Hao;GE Ke-shui;School of Engineering and Technology, China University of Geosciences;;Study of Numerical Simulation of Metro Section Tunnel Construction[J];西部探矿工程;2015-02
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