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《铁道科学与工程学报》 2004-02
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Experiment research of drain technology of tunnel in forever frozen soil

WANG Xing-hua,WANG Jian (School of Civil Engineering and Architecture, Central South University, Changsha 410075, China)  
The Kunlunshan Tunnel is the longest high altitude permafrost tunnel in the Qinghai-Tibet Railway, also the longest altiplano railway in the world. The design of drainage system of the tunnel in permafrost area is the key to be referred to safety working of the tunnel. If the best amount of outflow of the tunnel could not be calculated correctly according to practical condition of tunnel, it could not be able to design a effect drainage system for the tunnel. It is maybe to decrease the working life of the tunnel and increase working fee of the tunnel. The basic designing principle of the drainage system of the permafrost tunnel was discussed in detail in the paper. And the test data got from the tunnel were simply analyzed. The distributing of temperature and water pressure drop in and out water proof layer in the tunnel was analyzed. Finally the basic rough estimating principle of the biggest flow quantity from the tunnel was putted up.
【Fund】: 铁道部重点资助项目 ( 2 0 0 1G0 0 1 E 0 3 )
【CateGory Index】: U453.6
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【Citations】
Chinese Journal Full-text Database 6 Hits
1 ZHOU Jing-zhui (The Command Post of China Railway Wuju Corporation for Qinghai-Tibet Railway Construction, Ge'ermu Qinghai 816000, China);Constructing Technology Research on Water-proof/Drainage and Heat Insulation Lining in Kunlunshan Tunnel of Qinghai-Tibet Railway, Tibetan Plateau[J];Journal of Glaciology and Geocryology;2003-01
2 ZHANG Xue-fu~1, SU Xin-min~2, LAI Yuan-ming~1, YU Wen-bing~1, WU Ya-ping~{1, 3} 730000, China; 2. Departmentof Bridge and Tunnel Engineering, The First Survey and Design Institute of China Railway, Lanzhou Gansu 730000,China; 3 School Civil Engineering and Architecture, Lanzhou Railway University, Lanzhou Gansu 730030, China);Analyzing the Effect of Tunneling on Temperature of Permafrost in the Kunlun Mountains, Tibetan Plateau[J];Journal of Glaciology and Geocryology;2003-06
3 NIE Fengming LIU Defu (The Second Construction company, Hengshui, 053000; Dayu construction company, Qiqihar 161000);THE THERMAL DYNAMIC ANALYSIS OF TUNNEL DRAINAGE HOLE IN THE PERENNIAL FROZEN SOIL[J];Low Temperature Architecture Technology;2001-03
4 LIU Guo-yu (The Sixteenth Railway Engineering Bureau, China Railway Engineering Corporation, Beijing 101300, China);Tunnel Construction Technology for the High Altitude and the High and Cold Area[J];China Railway Science;2001-04
5 JIANG Yi-yuan1,2,WANG Xing-hua1 (1.School of Civil & Architectural Engineering, Centra l South University, Changsha Hunan410075,China; 2.The 5th Construction Bureau Group Co.Ltd.,Guiyang Guizhou550003, Chin a);Construction Technology of Kunlunshan Tunnel[J];China Railway Science;2003-03
6 ZHANG Xu-zhi, WANG Xing-hua (School of Civil Engineering and Architecture, Central South University, Changsha Hunan410075, China);In-situ Experimental Study on Railway Culvert in Thaw and Permafrost Transition Regions of Tibetan Plateau[J];China Railway Science;2004-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHOU Jing-zhui (The Command Post of China Railway Wuju Corporation for Qinghai-Tibet Railway Construction, Ge'ermu Qinghai 816000, China);Constructing Technology Research on Water-proof/Drainage and Heat Insulation Lining in Kunlunshan Tunnel of Qinghai-Tibet Railway, Tibetan Plateau[J];Journal of Glaciology and Geocryology;2003-01
2 ZHANG Xue-fu, LAI Yuan-ming, YU Wen-bing, ZHANG Jian-ming0000, China);Numerical Analysis for the Hydration Heat of Cast-in situ Concrete Foundation of the Culvert on the Qinghai-Tibet Railway[J];Journal of Glaciology and Geocryology;2004-01
3 WANG Jian-yu, HU Yuan-fang(Southwest Science Academy of China Railway Engineering Corporation, Chengdu Sichuan 610031, China);A Discussion on Frost-Heaving Force on Tunnel Lining[J];Journal of Glaciology and Geocryology;2004-01
4 ZHANG Yao1,2,HE Shu-sheng1,LI Jing-bo1(1.State Key Laboratory of Frozen Soil Engineering,CAREERI,CAS,Lanzhou Gansu 730000,China;2.School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou Gansu 730070,China);Analytic Solutions for the Temperature Fields of a Circular Tunnel with Insulation Layer in Cold Region[J];Journal of Glaciology and Geocryology;2009-01
5 QI Kang-ping(China Railway No.5 Engineering Group Co.,Ltd.,Guiyang 550003,China);Kunlun Mountain Tunnel Construction Practice of Qinghai-Tibet Raiway[J];Journal of Guizhou University(Natural Science Edition);2010-03
6 GENG Ke;Gansu Changda Highway Co.,Ltd.;;Impacts of Freeze-Thaw Cycle on Frost Heaving Forces on Tunnel Structures in Cold Regions[J];Journal of Glaciology and Geocryology;2013-04
7 Fan Dongfang;Xia Caichu;Han Changling;Department of Geotechnical Engineering,Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University;CCCC First Highway Consultants Co.,Ltd;;Option of Laying Position of Insulation Layer for Tunnel in Frost Region[J];Chinese Journal of Underground Space and Engineering;2014-02
8 YANG Guozhu(China Railway First Survey and Design Institute Group Co.,Ltd.,Xi'an 710043,China);Case Study on Anti-frost-heaving Structure of Kunlunshan Tunnel on Qinghai-Tibet Railway[J];Tunnel Construction;2008-03
9 LIU Xiaogang(Bridge and Tunnel Department of China Railway First Survey and Design Institute Group,Xi′an 710043,China);Study on Thermal Insulation of Tunnels in Permafrost Soil on Qinghai-Tibet Railway[J];Tunnel Construction;2010-03
10 TANG Guo-zhang1,2,WANG Xin-hua1(1. School of Civil Engineering and Architecture, Central South University, Changsha 410075, Hunan, China; 2. The First Survey and Design Institute, Lanzhou 730000, Gansu, China);Discussion on Relationship Between Temperature Fields of Tunneling in Permafrost Region and Fractional Wall Rock Falling[J];Mining and Metallurgical Engineering;2005-04
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 LIANG Ning-hui~1,LIU Xin-rong~1,CHENG Jian-gong~1,WANG Yong-yong~2(1.College of Civil Engineering,Chongqing University,Chongqing 400045; 2.Department of Expressway Construction administration in Huzhou,Huzhou Zhejiang,313000);Numerical Analysis of the Rock Seepage Character for the Influence of Slope's Stability[J];Chinese Journal of Underground Space and Engineering;2006-06
2 An Weidong, Chen Xiaobai and Wu Ziwang (Lanzhou Institute of Glaciology and Geocryology, Chinese Academy of Sciences);Numerical Simulation Analysis of Heat and Mass Transfer under a Cannel in Freezing[J];Journal of Glaciology and Geocryology;1987-01
3 LAI Yuan-ming 1, YU Wen-bing 1, WU Zi-wang 1, He Ping1, ZHANG Meng-xi2 (1.State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou Gansu 730000, China; 2.Department of Civil Engineering, Lanzhou Railway University, Lanzhou Gansu 7;Approximate Analytical Solution for the Temperature Fields of a Circular Tunnel in Cold Regions[J];Journal of Glaciolgy and Geocryology;2001-02
4 MENG Fan-song 1 , LIU Jian-ping 1 , LIU Yong-zhi 2 (1. Expressway Construction Bureau of Heilongjiang Province,Harbin Heilongjiang 150036, China; 2. State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou Gansu 730000, Ch;Design Principles and Frost Damage Characteristics of Frozen Soil Roadbed along the Heihe-Bei'an Highway[J];Journal of Glaciolgy and Geocryology;2001-03
5 WU Zi-Wang1 ZHU Lin-Nan1 GUO Xin-Ming1 WANG Xiao-Yang2 FANG Jian-Hong2(1State Key Laboratory of Frozen Soil Engineering, LIGG, CAS, 730000; 2QinghaiInstitute of Highway Research and Survey, Xining 810000);Critical Height of the Embankment in the Permafrost Regions along the Qinghai-Kangding Highway[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;1998-01
6 ZHANG Qi-hua~1,DU Jun-hui~2,HU Jin-hua~2(1.Yangtze River Scientific Research Institute,Wuhan 430010,China;2.Changjiang exploration Planning Design Research Institute,Wuhan 430010,China);Study on Stability of Rock Mass of Right Dam Abutment Slope of Some Hydroelectric Station[J];Journal of Yangtze River Scientific Research Institute;2006-04
7 CHEN Hong kai\+1,\ ZHANG Xue qing\+2,\ TANG Hong mei\+1,\ LI Jian jun\+2, \ XUE Zhi biao\+2,\ WANG Xiao lei\+2 (1 Inst.of Geotechnical Engineering, Chongqing Jiaotong University, Chongqing 400074, China; 2 Xinjiang Yili Highway General Section;Research on mechanism for highway tympanites to develop in chill region[J];Journal of Chongqing Jiaotong Institute;2002-03
8 LUAN Yan1,ZHAO Ming-jie2,WANG Kui2(1.Shenyang Department of China Railway Engineering Design Institute,Shenyang 110023,Liaoning,China;2.School of River & Ocean Engineering,Chongqing Jiaotong University,Chongqing 400074,China);Analysis of Diseased Earth-rockfill Dam Seepage Based on Coupled Fluid-solid Theorem[J];Journal of Chongqing Jiaotong University(Natural Science);2010-05
9 Sui Hongjian Zeng Dechao (Beijing Agricultural Engineering University) Chen Fazu (Institute of Geography, Chinese Academy of Sciences, Beijing);SIMULATION OF MULCH EFFECTS ON SOIL TEMPERATURE AND MOISTURE REGIMES PART I: MATHEMATICALMODEL[J];Acta Geographica Sinica;1992-01
10 Li Fangzheng 1, 3 Xia Mingping 2( 1Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, China)( 2Institute of Automation, Beijing Union University, Beijing 100101, China)( 3Beijing Coal Mine Ltd., Beijing 100013, China);Study on analytical solution of temperature field of artificial frozen soil by exponent- integral function[J];Journal of Southeast University (Natural Science Edition);2004-04
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 LIU Jing1,3,HUANG Qiao-lian2,GUAN Hong-xin3,XU Cong-jia3,LIU Hao3(1.Highway Engineering Consultation and Supervision Center of Hubei Province, Wuhan 430030,China;2.Expressway Construction Headquarters in western Hubei of Hubei High Road,Enshi 445000,China;3.School of Traffic and Transportation Engineering,Changsha University of Science& Technology,Changsha 410004,China);Influence of pavement construction to subgrade resilient modulus of excavation sections[J];Journal of Transport Science and Engineering;2012-04
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 HE Ping, CHENG Guo-dong, YU Qi-hao, ZHU Yuan-lin, XU Xiao-zu (State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou Gansu 730000, China);A Couple Model of Heat, Water and Stress Fields of Saturated Soil During Freezing[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;2000-02
2 LIU Hong xu 1, ZHU Wei zhong 1, ZHU Guang xiang 1, GAO Ai di 1, ZENG Sai xing 2 (1.Heilongjiang Cold Region Construction Science Research Institute, Harbin Heilongjiang 150080,China; 2.Shanghai Jiaotong University, Shanghai 200052, China);Research on the Relationship of Frost Heaving Forces and Amount of Frost-Heaving again[J];Journal of Glaciolgy and Geocryology;2001-01
3 HE Ping, CHENG Guo dong, ZHU Yuan lin (State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou Gansu 730000, China);The Progress of Study on Heat and Mass Transfer in Freezing Soils[J];Journal of Glaciolgy and Geocryology;2001-01
4 WU Qing-bai 1, ZHU Yuan-lin2, SHI Bin1 (1.Department of Earth Science, Nanjing University, Nanjing Jiansu 210093, China; 2.State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou Gansu 730000, China);Study of Frozen Soil Environment Relating to Engineering Activities[J];Journal of Glaciolgy and Geocryology;2001-02
5 CHENG Guo\|dong, HE Ping (State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou Gansu 730000, China);Linearity Engineering in Permafrost Areas[J];Journal of Glaciolgy and Geocryology;2001-03
6 Ma Wei (State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou Gansu730000, China);Review and Prospect of the Studies of Ground Freezing Technology in China[J];Journal of Glaciolgy and Geocryology;2001-03
7 FENG Wen jie 1 , LI Dong qing 1 , MA Wei 1 ZHANG Lu xin 2 (1. State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou Gansu 730000, China; 2.Northwest Branch, Chinese Academy of Railway Sciences, Lanzhou Gansu 73;Influence of Climate Warming on Permafrost Table Studied with Different Models and Temperatures[J];Journal of Glaciolgy and Geocryology;2001-04
8 LIU Yong-zhi 1 , WU Qing-bai 1,2,ZHANG Jian-ming 1 , SHENG Yu 1 (1. State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou Gansu 730000, China; 2. Department of Earth Science, Nanjing University, Nanjing Jiangsu 210093, China);Deformation of Highway Roadbed in Permafrost Regions of the Tibetan Plateau[J];Journal of Glaciolgy and Geocryology;2002-01
9 WU Qing-bai\+\{1, 2\},\ ZHU Yuan-lin\+1,\ LIU Yong-zhi\+1 (1. State Key Laboratory of Frozen Soil Engineering, CAREERI, CAS, Lanzhou Gansu 730000, China; 2. AECI, Department of Earth Science, Nanjing University, Nanjing Jiangsu 210093, China);Assessment Model of Permafrost Thermal Stability under Engineering Activity[J];Journal of Glaciolgy and Geocryology;2002-02
10 FENG En min 1, WANG Jin zhi 2, Li Hong sheng 1(1.Mathematics Department of Dalian University of Technology, Dalian Liaoning 116023, China; 2.Dalian University for National Minorities, Dalian Liaoning 116600, China);Parameters Identification about Frozen Soil Temperature Field[J];Journal of Glaciolgy and Geocryology;2002-03
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