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《Tunnel Construction》 2012-05
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Studies on Fragmentation Zone Distribution Laws of Deep Tunnel Based on Drucker-Prager Yield Criterion

LU Wen,GU Shaofeng,HOU Yirun(School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510641,China)  
The broken zone,plastic zone and elastic zone appear in the surrounding rock due to the stress redistribution cased by excavation of deep tunnels.The fragmentation zone distribution laws of surrounding rock of deep tunnel are proposed on basis of Drucker-Prager yield criterion.The developing situations of 3 zones under different cover depths are analyzed by means of ANSYS and compared with load height recommended in the criterion.Influence of cover depth on radius of broken zone and plastic zone.The study results show that there is a linear relation between Rp,Rc and cover depth H,the trend of Fenner Formula.When the cover depth exceeds a critical depth,the broken zone develops rapidly and presents exponential growth.The distribution and the scope of broken zone the cover depth.
【CateGory Index】: U451
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【Citations】
Chinese Journal Full-text Database 8 Hits
1 JIN Xiao-guanga,LI Xiao-hongb(a.College of Civil Engineering;b.Key Laboratory for the Exploitation of Southwestern Resources and the Environmental Disaster Control Engineering,Ministry of Education,Chongqing University,Chongqing 400030,China);Numerical Modeling of Three-dimension Stress Field in Deep Tunnel of High Geo-stress Area[J];Journal of Chongqing University(Natural Science Edition);2007-06
2 WANG Mengshu(China Railway Tunnel Group Co.,Ltd.,Luoyang 471009,Henan,China);An Overview of Development of Railways,Tunnels and Underground Works in China[J];Tunnel Construction;2010-04
3 LIU Gang, SONG Hong wei(College of Architecture and Civil Engineering,China University of Mining and Technology,Xuzhou 221008,China);Study on the distribution law of the broken rock zone around rectangular-shape coal roadway[J];Journal of China Coal Society;2002-01
4 JIANG Binsong,ZHANG Qiang,HE Yongnian,HAN Lijun(School of Architecture and Civil Engineering,China University of Mining and Technology,Xuzhou,Jiangsu 221008,China);ELASTOPLASTIC ANALYSIS OF CRACKED SURROUNDING ROCKS IN DEEP CIRCULAR OPENINGS[J];Chinese Journal of Rock Mechanics and Engineering;2007-05
5 ZOU Hongying1,2,XIAO Ming1 (1. State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan,Hubei 430072, China;2. Yellow River Engineering Consulting Co.,Ltd.,Zhengzhou,Henan 450003,China);STUDY OF METHODOLOGY FOR ASSESSMENT OF EXCAVATION DISTURBED ZONE OF UNDERGROUND CAVERNS[J];Chinese Journal of Rock Mechanics and Engineering;2010-03
6 LIU Ning,ZHANG Chunsheng,CHEN Xiangrong,HOU Jing,CHU Weijiang(HydroChina Huadong Engineering Corporation,Hangzhou,Zhejiang 310014,China);MONITORING AND CHARACTERISTICS STUDY OF STRESS EVOLUTION OF SURROUNDING ROCK DURING DEEP TUNNEL EXCAVATION[J];Chinese Journal of Rock Mechanics and Engineering;2011-09
7 DENG Chu-jian,HE Guo-jie,ZHENG Ying-ren(Logistical Engineering University,Chongqing 400041,China);Studies on Drucker-Prager yield criterions based on M-C yield criterion and application in geotechnical engineering[J];Chinese Journal of Geotechnical Engineering;2006-06
8 ZHOU Zhi-hua1,2,YE Zhou-yuan1,2,DU Yu3(1.Hunan University of Science and Technology,Xiangtan 411201,China;2.Hunan Province Key Lab of Safety Coal Mining Technology,Xiangtan 411201,China;3.Hunan vocational institute of technology,Xiangtan 411104,China);Numerical simulation of the broken zone in soft rock roads[J];China Mining Magazine;2009-10
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ;Numerical Analysis of Concrete Pile Settlement with Drilling Grouting[J];Anhui Architecture;2011-05
2 DONG Yong~(1,2) ZHANG Zi-xin~(1,2) (1.Key Laboratory of Geotechnical and Underground Engineering,Ministry of Education,Shanghai 200092,China; 2.Department of Geotechnical Engineering,School of Civil Engineering,Tongji University,Shanghai 200092,China);Application of Strength Reduction FEM in the Stability Analysis of Highway Tunnel Slope[J];Chinese Journal of Underground Space and Engineering;2007-S1
3 WANG Bin1,HU Zheng-zhou2,YAO Wen-juan2,YAN Wei2 (1.Nantong Zhongtian Jiangdong Properties Co.LTD.,Jiangsu Nantong 226007,China;2.Civil Engineering Department,Shanghai University,Shanghai 200072,China);FEM Analysis Using Substructure Method of Superstructure-Raft Foundation-Ground Soil Interaction[J];Chinese Journal of Underground Space and Engineering;2009-03
4 Xu Lei1,Ren Qingwen2,Du Xiaokai3,Ye Zhicai2,4 (1.College of Water Conservancy and Hydropower Engineering,Hohai Univ.,Nanjing 210098,China;2.College of Mechanics and Materials,Hohai Univ.,Nanjing 210098,China;3.China Hydropower Engineering Consulting Corporation;,Beijing 100120,China;4.Suqian Water Authority,Suqian,Jiangsu 223800,China);An Anisotropic Elastoplastic Constitutive Model for Layered Rock Masses and Its Implementation[J];Chinese Journal of Underground Space and Engineering;2010-04
5 Liang Wenxue(1.Beijing Polytechnic College,Beijing 100042,China;);Research on Testing and Measuring the Range of Cracked Surrounding Rock of Roadways at ChaZhuang Coalmine 31213 Coal Face[J];Journal of Beijing Polytechnic College;2007-01
6 WU Yun-ying,etc.(Guangdong Hydropower Planning & Design Institute,Guangzhou 510635,China);The application of inscribed circle in the Mohr-Coulomb yield criterion in the slope analysis of the ABAQUS software[J];Journal of Changchun Institute of Technology(Natural Sciences Edition);2012-02
7 XIONG Huan,XIAO Sheng-xie (School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Calculation Method of Slope Stability Safety Factor Based on the Drucker-Prager Criterion[J];Journal of Chongqing Jiaotong University(Natural Science);2010-04
8 SHI Gui-cai1,2 GE Xiu-run2,3(1.School of Civil Engineering & Architecture,Changzhou Institute of Technology,Changzhou 213002;2.Department of Civil Engineering,Shanghai Jiaotong University,Shanghai 200240;3.Key Laboratory of Rock and Soil Mechanics,Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences,Wuhan 430071);Comparative Study of Usual Yield Conditions in Geotechnical Engineering[J];Journal of Changzhou Institute of Technology;2007-03
9 Zheng Yingren1,Deng Chujian1,Zhao Shangyi1,Tang Xiangsong1,Liu Mingwei1,Zhang Liming2(1 Department of Civil Engineering,Logistical Engineering University,Chongqing 400041,China;2 Department of Science and Information Engineering,Qingdao Technological University,Qingdao 266033,China);Development of Finite Element Limiting Analysis Method and Its Applications in Geotechnical Engineering[J];中国工程科学(英文版);2007-03
10 ZHAO Xing-dong,YUE Xi-feng,TANG Chun-an,ZHU Wan-cheng (Center for Rock Instability and Seismicity Research, Northeastern University, Shenyang 110004, China);Study on destructional law of open-off cut surrounding rockmass[J];Journal of Liaoning Technical University;2005-03
China Proceedings of conference Full-text Database 5 Hits
1 ZHAN Kaiyu YUE Xiangyang TANG Chunlong (Sino-coal International Engineering Group,Chongqing Design & Research Institute,Chongqing 400016);NUMERICAL SIMULATION OF THE SENSITIVITY OF FACTORS AFFECTING BROKEN ROCK ZONE[A];[C];2010
2 WANG Lianguo~1,LU Yinlong~1,YANG Xinhua~2,GAO Feng~1,ZHANG Hualei~1, LI Hailiang~1,YANG Feng~1 (1.State Key Laboratory for Geomechanics and Deep Underground Engineering,China University of Mining and Technology, Xuzhou,Jiangsu 221008,China;2.Huozhou Coal-electricity Group Co.,Ltd.,Huozhou,Shanxi 031400,China);STUDY OF DISTRIBUTION CHARACTERISTICS OF IN-SITU STRESSES FOR HUOZHOU MINING AREA[A];[C];2010
3 WANG Zhongwen~(1,2),FANG Jianqin~(2,3,4),XIA Caichu~(3,4),BIAN Yuewei~(3,4),JIN Lei~(3,4) (1.School of Civil Engineering and Mechanics,Huazhong University of Science and Technology,Wuhan,Hubei 430074,China; 2.Guangdong Yunwu Expressway Co.,Ltd.,Yunfu,Guangdong 527300,China;3.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;4.Key Laboratory of Geotechnical and Underground Engineering,Ministry of Education, Tongji University,Shanghai 200092,China);DETERMINATION METHOD OF SUPPORTING TIME FOR SECONDARY LINING IN TUNNEL CONSIDERING ROCK CREEP BEHAVIORS[A];[C];2010
4 LI Jie~1,LI Wen-pei~(1,2),SHI Cun-cheng~(1,3),WANG De-rong~1,FAN Peng-xian~1 (1.State Key Laboratory of Explosion & Impact and Disaster Prevention & Mitigation,PLA University of Science and Technology, Nanjing 210007,China;2.Navy Institute of Engineering Design and Research,Beijing 100070,China; 3.The Fifth Department,The Second Artillery Command College,Wuhan 430012,China);Research on stress state of circular openings based on shearing slip[A];[C];2012
5 DING Zhi~(1,2),GE Guo-bao~(1,2),WEI Xin-jiang~(1,2),WANG Chang-jing~1 (1.Department of Civil Engineering,Zhej iang University City College,Hangzhou,Zhejiang 310015,China; 2.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou,Zhejiang 310058,China);Analysis and research of stress state variation of ground induced by running subway[A];[C];2012
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Xing-ping Lai1,2,3) ,Fen-hua Ren2) ,Yong-ping Wu1,3) ,and Mei-feng Cai2) 1) Energy School,Xi’an University of Science & Technology,Xi’an 710054,China 2) School of Civil and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China 3) Key Laboratory of Western Mine & Hazard Prevention,China Ministry of Education,Xi’an 710054,China;Comprehensive assessment on dynamic roof instability under fractured rock mass conditions in the excavation disturbed zone[J];矿物冶金与材料学报(英文版);2009-01
2 ZHOU Yang Overhauling Plant of China Yangtze Power Co., Ltd.;Analysis on deformation of wall rock of Three Gorges main powerhouse under construction[J];Dam & Safety;2008-02
3 Wang Mengshu,Sun Mou,Tan Zhongsheng(Beijing Jiaotong University,Beijing 100044,China);Construction technology of Wuhan Changjiang tunnel―the first tunnel under Changjiang River[J];Engineering Sciences;2009-07
4 SU Ji-hong1 , WANG Zheng-xing1 , REN Wen-min1 , YANG Zhen-yu2, ZHOU Jun-sheng2 (1. Dept. of Engineering Mechanics, Tsinghua University, Beijing 100084, P.R.China; 2. JianDa Road & Bridge Consultation Company, Beijing 100101, P.R.China);STUDY AND APPLICATION OF YIELD CRITERIA TO ROCK AND SOIL[J];Engineering Mechanics;2003-03
5 TAN Zhong*.sheng,WANG Meng*.shu,YANG Xiao*.lin (Research Centre of Tunnelling & Underground Works,North Jiaotong Univer.,Beijing 100044,China);Construction technology of undersea tunnel and the feasibility of Qiongzhou strait tunnel[J];Journal of Jiaozuo Institute of Technology;2001-04
6 WANG Meng-shu~(1,2)(1.China Railway Tunnel Group Co.,Ltd.,Luoyang 471009,Henan,China;2.Beijing Jiaotong University,Beijing 100044,China);Type Selection of Shield TBMs and Hard Rock TBMs for Different Geological Conditions[J];Tunnel Construction;2006-02
7 WANG Meng-shu~(1,2)(1.China Railway Tunnel Group Co.,Ltd.,Luoyang 471009,Henan,China;2.Beijing Jiaotong University,Beijing 100044,China);Outline of Tunnel Construction by means of Method of Undercutting with Shallow Overburden[J];Tunnel Construction;2006-05
8 WANG Meng-shu1,HE Hua-wu2(1.China Railway Tunnel Group Co.,Ltd.,Luoyang 471009,Henan,China;2.Ministry of Railways of the People's Republic of China,Beijing 100844,China);Construction Achievements of Qinghai-Tibet Railway[J];Tunnel Construction;2007-05
9 WANG Mengshu(China Railway Tunnel Group Co.,Ltd.,Luoyang 471009,Henan,China.);Construction Scheme of Taiwan Strait Sub-sea Railway Tunnel[J];Tunnel Construction;2008-05
10 Zhao Jun (Technologic Center,Datong Coal Mine Group Co. );Measure Technology for Loose Circle of Roadway Surrounding Rock and Its Application[J];Express Information of Mining Industry;2004-12
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