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《Journal of Traffic and Transportation Engineering》 2009-01
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Numerical analysis of moisture,thermal and mechanical states for subway double-line tunnel constructed by artificial freezing method

LI Shuang-yang,ZHANG Ming-yi,HUANG Zhi-jun,DONG Yuan-hong(State Key Laboratory of Frozen Soil Engineering,Cold and Arid Regions Environmental and Engineering Research Institute,Chinese Academy of Sciences,Lanzhou 730000,Gansu,China)  
In order to accurately analyze the thermal and mechanical states of subway tunnel constructed by artificial freezing method,the coupled effects of moisture transfer and phase change of ice and water,the generation of cement hydration heat and thermal creep constitutive relationship were taken into account,and a moisture,thermal and mechanical coupled model was established. The thermal and mechanical states of Guangzhou subway double-line tunnel constructed by artificial freezing method were simulated,and the safety of frozen wall was evaluated by using the long-term strength of frozen soil. Analysis result shows that the maximum principal stress distributes circularly along freezing pipes when the subway tunnel is constructed by artificial freezing method,and the stress around freezing pipes is obviously high. Excavation has little influence on circular stress field,the surface settlement caused by artificial freezing construction doesn't increase with excavation expansion,which is different from other construction methods. The maximum settlement is only 9.1 mm during the whole construction,so the surface settlement can be effectively controlled by artificial freezing method. 2 tAbs,5 figs,11 refs.
【Fund】: 国家863计划项目(2008AA11Z103);; 国家基础科学人才培养基金项目(J0630966);; 中国科学院西部行动计划(二期)项目(KZCX2-XB2-10);; 国家自然科学基金项目(40601023 40730736)
【CateGory Index】: U455.49
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【Citations】
Chinese Journal Full-text Database 7 Hits
1 YU Zhan-kui~\{1, 2\},HUANG Hong-wei~2,WANG Ru-lu~3,XU Ling~2,LI Wen-ting~1(1. College of Civil Engineering, Shanghai Teacher University, Shanghai 201418, China; 2. Department of Geotechnical Engineering,Tongji University, Shanghai 200092, China; 3. Shanghai Metro Management Limited Company, Shanghai 200031, China);Application of the Artificially Ground Freezing Method to Shanghai Metro Engineering[J];Journal of Glaciology and Geocryology;2005-04
2 LI Shuang-yang, ZHANG Ming-yi, GAO Zhi-hua, ZHANG Shu-juan (State Key Laboratory of Frozen soil Engineering,CAREERI,CAS,Lanzhou Gansu 730000,China);Thermal and Mechanical Analysis of the Artificial Freezing Method Applied to A Subway Tunnel in Guangzhou[J];Journal of Glaciology and Geocryology;2006-06
3 Xiao Yan,Cheng Gong;A Construction Technique and Its Application of Freezing Method in Urban Substructure Work[J];Municipal Engineering Technology;2002-03
4 Yu Li and Ma Ying-ming(The mining Institute of China, Xuzhou);Application and Development of Special Methods of Shaft Sinking for Mining Construction in China[J];Chinese Jounal of Geotechnical Engineering;1984-03
5 Zhou Xiaomin Su Lifan (Beijing Research Institute of Mine Construction Central Coal Mining Research Institute ,Beijing, 100013) He Changjun Guan Jifa (Railway Engineering General Headquarters Beijing Urban Construction Group Co. Ltd., Beijing,;Horizontal ground freezing method applied to tunneling of Beijing Underground Railway System[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1999-03
6 LI Ning~(1,2),XU Bin~1,CHEN Fei-xiong~3(1.Institute of Geotechnical Engineering,Xi'an University of Technology,Xi'an 710048,Shaanxi,China;2.State Key Laboratory of Frozen Soil Engineering,CAREERI,CAS,Lanzhou 730000,Gansu,China;3.Chengdu Metro Ltd,Chengdu 610031,Sichuan,China);Coupling Analysis of Temperature,Deformation and Stress Field for Frozen Soil Roadbed[J];China Journal of Highway and Transport;2006-03
7 WANG Wen-shun~1, WANG Jian-ping~1, JING Xu-wen~2, WEI Si-xian~3, YIN Hui-guang~4(1. School of Architecture and Civil Engineering, CUMT, Xuzhou, Jiangsu 221008, China;2. Shan Dong Lineng Luxi Mine Co. Ltd., Jining, Shandong 272053, China;3. Guangzhou Economical Technology Development District Construction Company, Guangzhou,Guangdong 510730,China; 4. Xuzhou Institute of Technology, Xuzhou, Jiangsu 221008, China);Experimental Study of Temperature Fieldin Course of Artificial Freezing[J];Journal of China University of Mining & Technology;2004-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 SHENG Ping , YU Guang-yun , WANG Li-bo(School of Architecture and Civil Engineering, China University of Mining and Technology, Xuzhou, Jiangsu, 221008, P. R. China);Influence of Frost-heaving in Horizontal Ground Freezing on Adjacent Piles[J];;2005-03
2 QIU Pei-yun~1,YUE Feng-tian~1,YANG Guo-xiang~2,SUN Meng~2(1.School of Architecture & Civil Engineering,CUMT,Xuzhou 221008 P.R.China;2.Shanghai Tunnel Engineering CO.,LTD.Shanghai 200082 P.R.China);Engineering Record on the Freezing Method Applied to Connected Aisle in Tunnel under Complex Geological Conditions[J];Chinese Journal of Underground Space and Engineering;2005-06
3 YUE Feng-tian ZHANG Shui-bin QIU Pei-yun ZHANG Yong SHI Rong-jian (School of Architecture and Civil Engineering,China University of Mining and Technology,Xuzhou 221008,China);Study on Artificial Ground Freezing Method Applied to Connected Aisle Construction in Metro Tunnel[J];Chinese Journal of Underground Space and Engineering;2006-S2
4 LI Shuang-yang, ZHANG Ming-yi, GAO Zhi-hua, ZHANG Shu-juan (State Key Laboratory of Frozen soil Engineering,CAREERI,CAS,Lanzhou Gansu 730000,China);Thermal and Mechanical Analysis of the Artificial Freezing Method Applied to A Subway Tunnel in Guangzhou[J];Journal of Glaciology and Geocryology;2006-06
5 FENG Guang-li1,2(1.State Key Laboratory of Frozen Soil Engineering,CAREERI,CAS,Lanzhou Gansu 730000,China;2.China Railway 17th Bureau Group Co.,LTD.,Taiyuan Shanxi 030006,China);The Frozen Ground Roadbed Researches in China:Past,Present and Future[J];Journal of Glaciology and Geocryology;2009-01
6 MU Yan-hu1,LI Ning1,2,LI Guo-yu1,SHI Lei1,BI Gui-quan1(1.State Key Laboratory of Frozen Soil Engineering,CAREERI,CAS,Lanzhou Gansu 730000,China;2.Institute ofGeotechnical Engineering,Xi′an University of Technology,Xi′an Shaanxi 710048,China);Study of the Characteristics of Frozen Wall Formation in the Ultra-Long Horizontal Freezing Process of a Subway Construction[J];Journal of Glaciology and Geocryology;2009-02
7 Zhou Xiaomin( Beijing Jiao tong university, Beijing 100044) Wang Mengshu( China Coal Research Institute, Beijing 100013);AGF Technology Rises in the Urban Underground Engineering of China[J];Urban Rapin Rail Transit;2004-S1
8 Li Dajian(Ranken Railway Construction Co., Ltd., Chengdu 610015);Extra Long Horizontal Freezing Adopted in Guangzhou Subway Construction[J];Urban Rapid Rail Transit;2007-02
9 WANG Hainian1,HOU Zhongjie1,YANG Yujie2 (1.Key Laboratory for Special Area Highway Engineering of Ministry of Education,Chang'an University,Xi'an Shaanxi 710064,China;2.Xi'an Yaxing Civil Engineering Instrument Company,Xi'an Shaanxi 710054,China);Testing Method of Convective Heat Transfer for Permafrost Embankments[J];Journal of Highway and Transportation Research and Development;2009-03
10 Yujun Zhang(Institute of Rock and Soil Mechanics,the Chinese Academy of Sciences,Wuhan,430071);COUPLED THERMO-HYDRO-MECHANICAL MODEL AND NUMERICAL ANALYSIS FOR SIMULATION OF FREEZING-THAWING PROCESS[J];Chinese Journal of Solid Mechanics;2009-04
China Proceedings of conference Full-text Database 4 Hits
1 Zhou Xiaomin( Beijing Jiao long university, Beijing 100044) Wang Mengshu(China Coal Research Institute,Beijing 100013);AGF Technology Rises in the Urban Underground Engineering of China[A];[C];2004
2 Shuangyang Li,Shujuan Zhang,Mingyi Zhang,Erxiang Zhao (State Key Laboratory of Frozen soil Engineering,Cold and Arid Regions Environmental and Engineering Research Institute,Chinese Academy of Sciences,Lanzhou Gansu 730000,China);Thermal and Mechanical Analysis of Ground Freezing Method Applied to Subway Tunnel[A];[C];2009
3 Xueyan Xu,Linlin Yu (School of Civil Engineering Harbin Institute of Technology,Harbin 150090,China);Investigation into Frost-Heave Characteristics of Undisturbed Silty Clay with Different Artificial Freezing Models[A];[C];2009
4 ;地铁隧道工程人工地层冻结技术的发展[A];[C];2009
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 YU Zhan-kui 1,2 , HUANG Hong-wei 1 , XU Ling 1 , LI Wen-ting 2 (1. Department of Geotchnical Engineering, Tongji University, Shanghai 200092 P.R.China; 2. College of civil engineering, Shanghai Normal University, Shanghai 201418 P.R.China);A Survey of the Designing Methods for Shield Tunnel in Soft Soil[J];;2005-02
2 Zhu Linnan ( Lanzhou Institute of Glaciology and Geocryology, Chinese Academy of Sciences);Study of the Adherent Layer on Different Types of Ground in Permafrost Regions on the Qinghai-Xizang Plateau[J];Journal of Glaciology and Geocryology;1988-01
3 LI Ping;XU Xiao-zu; CHEN Feng-feng (State Key Laboratory of Frozen Soil Engineering, Cold and Arid Regions Environmental and Engineering Research Institute.CAS, Lanzhou Gansu 730000, China);State and Progress of Research on the Frozen Fringe and Frost Heave Prediction Models[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;2000-01
4 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
5 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
6 ZHANG Ming-yi~(1, 2),ZHANG Jian-ming~(1),LAI Yuan-ming~(1)ou Gansu 730000, China; 2.Graduate School, Chinese Academy of Science, Beijing 100039, China);Numerical Analysis of the Critical Height of Railway Embankment in Permafrost Regions of the Tibetan Plateau[J];Journal of Glaciology and Geocryology;2004-03
7 YU Zhan-kui~\{1, 2\},HUANG Hong-wei~2,WANG Ru-lu~3,XU Ling~2,LI Wen-ting~1(1. College of Civil Engineering, Shanghai Teacher University, Shanghai 201418, China; 2. Department of Geotechnical Engineering,Tongji University, Shanghai 200092, China; 3. Shanghai Metro Management Limited Company, Shanghai 200031, China);Application of the Artificially Ground Freezing Method to Shanghai Metro Engineering[J];Journal of Glaciology and Geocryology;2005-04
8 YANG Ping 1 CHEN Ming-Hua 2 ZHANG Wei-Min 2 ZHAO Huai-Gu 3 YU Chu-Hou 1 (1 Anhui Huainan Institute of Technology, Huainan 232001; 2 Huainan Mining and Generating Co., Huainan 232171; 3 China Mining Special Engineering Co., Huainan);Observation of the Forming and Thawing of Frozen Walls[J];JOURNAL OF GLACIOLGY AND GEOCRYOLOGY;1998-02
9 Li Ning, Cheng Guodong,Xu Xuezu,Zhu Yuanlin (State Key Lab. of Frozen Soil Eng., Cold and Arid Regions Environmental and Engineering Research institute, CAS, Lanzhou 730000 Xi'an University of Technology, Xi'an 710048);THE ADVXNCE AND REVIEW ON FROZEN SOIL MECHANICS[J];Advances In Mechanics;2001-01
10 Bie Xiaoyong Liang Hengchang Hu Jingli Liu Jinlong (China University of Mining & Technology Xuzhou Jiangsu 221008);Commentary on Frost Heave of Artificially Frozen Soil and Its Control[J];Journal of Lianyungang College of Chemical Technology;2002-01
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