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《Journal of Shanghai Jiaotong University》 2013-09
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Elastoplastic Unified Solutions to Deep-buried Circular Tunnels Considering Intermediate Principal Stress

YU Dong-ming;FAN Yong-feng;DUAN Jian-xin;LUO Xing-wen;State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences;College of Water Conservancy and Environmental Engineering, Zhengzhou University;  
Taking into consideration the influence of intermediate principal stress on deep-buried circular tunnels,and under plane strain hypothesis,the unified strength criterion was precisely matched to the Drucker-Prager strength criterion.The analytical expression of intermediate principal stress in plastic state for the perfect elastoplastic material with dilatancy was derived from the Drucker-Prager strength criterion.Combining the analytical expression of intermediate principal stress and non-associated flow rule,unified solutions for stress and strain of the tunnel plastic area were obtained.The result shows that the classic solutions of Kastner are special cases of the unified solutions.A practical engineering instance was given according to the unified solutions and the regularities which intermediate and dilation angle act on the surrounding rock of the deep-buried circular tunnel plastic area were discussed.
【Fund】: 国家重点基础研究发展规划(973)项目(2013CB036405);; 西部交通建设科技项目(2011318775680 2011318493720);; 湖北省自然科学基金项目(Y024041F01)资助
【CateGory Index】: U451
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【Citations】
Chinese Journal Full-text Database 8 Hits
1 LIU Zhi-qin1,2,YU Dong-ming3(1.Department of Civil and Material Engineering,Henan Uinversity of Urban Construction,Pingdingshan 467036,China;2.School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China;3.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China);ELASTOPLASTIC STRESS AND DISPLACEMENT ANALYTICAL SOLUTIONS TO DEEP-BURIED CIRCULAR TUNNELS CONSIDERING INTERMEDIATE PRINCIPAL STRESS AND DILATANCY[J];Engineering Mechanics;2012-08
2 Yu Maohong Yang Songyan Liu Chunyang Liu Jianyu ( Xi'an Jiaotong University );UNIFIED PLANE-STRAIN SLIP LINE FIELD THEORY SYSTEM[J];China Civil Engineering Journal;1997-02
3 Fan Wen1,2,Yu Maohong2,Chen Liwei1,Sun Ping1(1Open Research Laboratory of Geotechnical Engineering under the Ministry of Land Resources,Changan University,Xi′an 710054 China)(2School of Civil Engineering and Mechanics,Xi′an Jiaotong University,Xi′an 710049 China);UNIFIED ELASTOPLASTIC SOLUTION FOR SURROUNDING ROCKS OF OPENINGS WITH CONSIDERATION OF MATERIAL DILATANCY AND SOFTENING[J];Chinese Journal of Rock Mechanics and Engineering;2004-19
4 CAI Xiao-hong1,CAI Yong-bin1,CAI Yong-ping2,KANG Huai-peng3(1.Jiangxi Province Ji’an City Hydropower Bureau,Ji’an 343000,China;2.Jiangxi Province Ji’an City Hydropower Planning and Designing Institute,Ji’an 343000,China;3.Jiangxi Province Taihe City Prefecture Hydropower Survey Institute,Taihe 343700,China);Calculation of resistance coefficient of adjoining rock for pressure tunnels considering effect of intermediate principal stress[J];Chinese Journal of Geotechnical Engineering;2007-07
5 DENG Chu-jian1,2,ZHENG Ying-ren1,WANG Kai1,GAO Fei2(1.Department of Civil Engineering,Logistical Engineering University,Chongqing 400041,China;2.No.6 Air Defense Engineering Department of PLA Air Force,Hengyang 421001,China);Some discussion on the dilatancy of geotechnical materials[J];Chinese Journal of Geotechnical Engineering;2009-07
6 DENG Chu-jian,ZHENG Ying-ren,ZHU Jian-kai(Logistical Engineering University,Chongqing,400041,China);Formula of intermediate principal stress at failure for Mohr-Coulomb material in plane strain state[J];Rock and Soil Mechanics;2008-02
7 ZENG Kai-hua1,JU Hai-yan1,ZHANG Chang-guang2(1.Department of Civil Engineering,Nanchang Institute of Technology,Nanchang 330099,China; 2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China);Elastoplastic unified solution for displacements around a deep circular tunnel and its comparative analysis[J];Rock and Soil Mechanics;2011-05
8 Liu Xicai; Lin Yunmei(Northeastern University,Shenyang 110006);Theoretic Analysis of Elastoplastic Deformation for the Tunnel in Soft Rocks[J];ROCK AND SOIL MECHANICS;1994-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 CHEN Guodong1,WANG Ronghui2(1.Chengdu Survey and Design Institute Co.,Ltd.,China Railway Eryuan Engineering Group Co.,Chengdu 610031,China; 2.College of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Analysis on the influence of Xiaolongkan railway tunnel brought by a planning to build a musical square in Chongqing[J];Sichuan Building Science;2011-05
2 ZHANG Yan et al[;Preliminary Investigation on Minimum Thickness of Shotcrete for Full Section Excavated Tunnel in Rock Class Ⅲ[J];Underground Space;2000-03
3 LI Biao et al. [;Investigation on Construction of Shimen'ao Tunnel in Beijing-Zhuhai Expressway[J];Underground Space;2001-01
4 WU Bo et al.;Visco-elastic Analysis of Stability for Surrounding Rock of the Tunnel Supported by Bolt-shotcrete and Its Application[J];Underground Space;2002-04
5 BI Ji-hong et al;Analysis on Pressure of Surrounding Rock of Tunnel with Different Shapes[J];Underground Space;2004-01
6 LI Zhong et al;Study on Formation Mechanism and Development Character of Karst in Yudongxia Tunnel of Xikang Railway[J];Underground Space;2004-01
7 ZHAI Suo-ye 1 , HUO Xian-guo 2 (1. College of Engineering, SUST··, Taian, Shandong 271021, China; 2. Liangzhuang Mine of Shandong Xinwen Mine Group, Xintai 271219, China);Solution of D-P Criterion of Plastic District of Surrounding Rock of Roadway[J];;2005-02
8 CHENG Cai-xia,ZHAO Jun-hai,WEI Xue-ying(School of Civil Engineering,Chang'an University,Xi'an 710061, China);Solution of Ultimate Load for Acute Wedge by Unified Slip Line Field Method and Finite Element Method[J];Chinese Journal of Underground Space and Engineering;2005-06
9 ZHOU Ying-lin,QIU Xi-hua(Hunan Corporation of Road and Bridge,Changsha 410004,China);Study on Stability of Stratified Rock Tunnel[J];Chinese Journal of Underground Space and Engineering;2006-02
10 JIA Jin-gang,JIANG Mei-rong,JIN Feng-nian,WU wei,ZHOU Jian-nan(Engineering Institute of Engineering Corps,PLA Univ.of Sci.& Tech.,Nanjing 210007,China);Numerical Analysys on the Process of the Construction and Operation in Tunnel Engeneering[J];Chinese Journal of Underground Space and Engineering;2007-06
China Proceedings of conference Full-text Database 10 Hits
1 KONG Liang~1,HUI Zhi-xin~1,WANG Yan-chang~(1,2) (1.Solid Mechanics Institute,Ningxia University,Yinchuan 750021,China;2.President's Office,Ningxia University,Yinchuan 750021,China);A revised modified Cambridge model based on the theory of rotational kinematic hardening[A];[C];2007
2 ZHU Xun-guo~(1,2),YANG Qing~(1,2),LUAN Mao-tian~(1,2) (1.Institute of Geotechnical Engineering,School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China; 2.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China);Study of reinforcement mechanics for fully grouting rock bolt in tunneling wall rock[A];[C];2007
3 SUN Jin-shan,LU Wen-bo (State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan 430072,China);Analytical elastoplastic solutions to supporting rock masses of circular tunnels under asymmetric load[A];[C];2007
4 WANG Zhen-wei,FU Gang,HUANG Zhi-qiang (School of Civil Engineering and Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Study of construction plans above cities' double-arch tunnel[A];[C];2007
5 ZHENG Ying-ren~1,GAO Hong~2,FENG Xiating~2 (1.Department of Civil Engineering,Logistical Engineering University,Chongqing 400041,China; 2.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China);DISCUSSION ON THE STRENGTH CRITERION[A];[C];2008
6 YAO Yang-ping,HOU Wei,LUO Ting,WANG Nai-dong,KONG Yu-xia (Department of Civil Engineering,Beihang University,Beijing 100191,China);Unified Hardening Model[A];[C];2008
7 SONG li,LIAO Hong-jian,HAN Jian (Department of Civil Engineering,Xian Jiaotong University,Xian,710049,China);Three Dimensional Nonlinear Unified Elastic ViscoPlastic Constitutive Model of Soft Rock[A];[C];2008
8 Xia G.R.~1,Yoshimine M~2,Song L.~1 (1.Xi'an Jiaotong University,710049 Xi'an,China;2.Tokyo Metropolitan University,Tokyo,Japan);Experimental Verification and Comparison of the Unified Strength Theory for Soils[A];[C];2008
9 WANG Suo1,2, ZHAO Mingjie1, JANG Shuping3,LIN Zhi3 (1. Chongqing Jiaotong University, Chongqing 400074, China; 2.Sichuan College of Architectural Technology, Deyang 618000, Sichuan, China; 3.Chongqing Jiaotong Research and Design Institute, Chongqing 400067, China);Study on the prediction method of tunnel surrounding rock pressure based on the theory of progressive destruction[A];[C];2009
10 FAN Wen~(①②) YU Maohong~①LIN Yongliang~②CHEN Liwei~②WU Lihui~②(①School of Civil Engineering and Mechanics,Xi'an Jiaotong University,Xi'an 710049)(②School of Geological Engineering and Surveying Engineering,Chang'an University,Xi'an 710054);ANALYSIS OF THE SLIP LINES FOR LIMITED BEARING CAPACITY OF THE SHALLOW STRIP FOUNDATION BASED ON THE UNIFIED STRENGTH THEORY[A];[C];2002
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 WANG Xue-bin,PAN Yi-shan,LI Ying-jie(Department of Mechanics and Engineering Sciences,Liaoning Technical University,Fuxin 123000,China);Effect of Confining Pressure on Distributions of Horizontal and Vertical Stresses around Rectangular Roadway and Broken Rock Zone[J];Chinese Journal of Underground Space and Engineering;2006-06
2 GONG Jian-wu1,XIA Cai-chu1,2,ZHU He-hua1,2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Key Laboratory of Geotechnical Engineering,Tongji University,Shanghai 200092,China);Measurement and Analysis on Releasing Zone of Surrounding Rock in Heshang Tunnel[J];Chinese Journal of Underground Space and Engineering;2007-03
3 LV Zhao-hai1,LAI Xing-ping2,3(1.Qing Shui-ying Coal Mine,Shenhua-Ningxia Coal group Co,Ltd.Yinchuan 750004,China;2.Energy School,Xi'an University of Science and Technology,Xi'an 710054,China;3.China Educational Ministry Key Lab.of Western Safe Mining & Hazard Control,Xi'an 710054,China);The Sonic Wave Method for the Loosened Zone and Design of Coal Tunnel Support[J];Chinese Journal of Underground Space and Engineering;2009-02
4 Li Zhenglin1,Wu Ruixiang 2,Li Longjian1,Wang Xiaoyan1(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Hebei Provincial Communications Planning and Design Institute,Shijiazhuang 050011,China);Method for Defining the Loose Zone of Tunnel Surrounding Rock Based on Damage Theory[J];Chinese Journal of Underground Space and Engineering;2011-06
5 Xia Feng1,Bo Jingshan2,3,Zheng Tao4,ZhanWei1(1.First Crust Monitoring and Application Centre,China Earthquake Administration,Tianjin 300180,China;2.Institute of Disaster Prevention,Sanhe,Hebei 065201,China;3.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080;4.Zhejiang Huadong Engineering Safety Technology Co.,Ltd.,Hangzhou,Zhejiang 301030);The Identification of Rectangular Broken Zone by FLAC3D[J];Journal of Institute of Disaster Prevention;2010-04
6 LIU Cheng-xue1, 2, 3 , YANG Lin-de1, 2 , LI Peng1, 2 (1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 3. Shenzhen Metro co Ltd, Shenzhen 518026, china);ELASTIC-PLASTIC ANALYTICAL SOLUTION OF DEEP BURIED CIRCLE TUNNEL CONSIDERING STRESS REDISTRIBUTION[J];Engineering Mechanics;2009-02
7 ZOU Jin-feng1,2 (1.School of Civil Engineering,Central South University,Changsha 410075,China; 2.Hunan Provincial Communicaitons Planning,Purvy and Design Institute,Changsha 410008,China);NONLINEAR ANALYTICAL SOLUTION OF TRAFFIC TUNNELS CONSIDERING THE HYDRAULIC-MECHANICAL COUPLING[J];Engineering Mechanics;2011-12
8 LIU Zhi-qin1,2,YU Dong-ming3(1.Department of Civil and Material Engineering,Henan Uinversity of Urban Construction,Pingdingshan 467036,China;2.School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China;3.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China);ELASTOPLASTIC STRESS AND DISPLACEMENT ANALYTICAL SOLUTIONS TO DEEP-BURIED CIRCULAR TUNNELS CONSIDERING INTERMEDIATE PRINCIPAL STRESS AND DILATANCY[J];Engineering Mechanics;2012-08
9 ZHAO Guo-yan,WU Hao(School of Resources and Safety Engineering,Central South University,Changsha 410083,China);Support vector machine model for predicting the thickness of excavation damaged zone[J];Journal of Guangxi University(Natural Science Edition);2013-02
10 ZHANG Fei1,2,XU Guang-li1,2,WEI Zhi-yun1,2,ZHU Ke-jun3(1.Engineering Research Center of Ministry of Education for Rock-Soil Drilling and Excavation and Protection,China University of Geosciences,Wuhan 430074,China;2.Faculty of Engineering,China University of Geosciences,Wuhan 430074,China;3.Hydro China Chengdu Engineering Corporation,Chengdu 610072,China);Intelligent Back Analysis of Rockmass Parameters of Underground Caverns in Consideration of Loose Zone During Construction[J];Journal of Yangtze River Scientific Research Institute;2013-07
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 KONG Wei-xue1,DENG Chu-jian2,RUI Yong-qin1,ZHENG Ying-ren2(1.School of Resources & Civil Engineering,Northeastern University,Shenyang 110004,China;2.Department of Architectural & Civil Engineering,Logistical Engineering University,Chongqing 400041,China.);FEM Analysis of Associated and Non-associated Flow Rules in Theory of Slip Line Field[J];Journal of Northeastern University(Natural Science);2007-03
2 Cai Xiaohong (Water Conservancg and Hydroelectric Power Burean of Ji An Prefecture,Jiang Xi Province);THE THEORIES AND COMPUTATION OF THE ROCK RESISTANT FACTOR“K”IN CIRCUIAR PRESSURF TUNNEL[J];Engineering Mechanics;1988-03
3 WANG Xiao-hong;; WAN Jia4ai; LIANG Fa-yun (Tongji University, Shanghai 200092);ANALYTICAL SOLUTION TO EXPANSION OF CAWITY IN STRAIN-SOFTENING MATERIALS[J];ENGINEERING MECHANICS;1999-05
4 Xu Dongjun (Institute of Rock and Soil Mechanics, Academia Sinica; Wuhan, China) Geng Naiguang (Institute of Geophysics, State Seismological Bureau);THE VARIATION LAW OF ROCK STRENGTH WITH INCREASE OF INTERMEDIATE PRINCIPAL STRESS[J];Acta Mechanica Solida Sinica;1985-01
5 Jiang Mingjing Shen Zhujiang (Dept. of Geotechnical Engineering, Nanjing Hydraulic Research Institute, Nanjing 210024);Expansion of Cylindrical Cavity with Elastic brittle plastic Softening and Shear Dilatation Behaviour[J];JOURNAL OF HOHAI UNIVERSITY (NATURAL SCIENCES );1996-04
6 Yuan Wenbo and Chen Jin (Beijing Post-graduate Department, China Institute of Mining Technology);ANALYSIS OF PLASTIC ZONE AND LOOSE ZONE AROUND OPENING IN SOFTENING ROCKMASS[J];Journl of China Coal Society;1986-03
7 CHEN Li-wei,PENG Jian-bing,FAN Wen,SUN Ping(School of Geological Engineering and Geomatics,Chang'an University,Xi'an 710054,China);Analysis of surrounding rock mass plastic zone of round tunnel under non-uniform stress field based on the unified strength theory[J];Journal of China Coal Society;2007-01
8 ZHANG Qiang1,WANG Hong-ying1,WANG Shui-lin1,GE Xiu-run1,SHAO Gang2(1.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China;2.State Key Laboratory for Geomechanics and Deep Underground Engineering,School of Architecture and Civil Engineering,China University of Mining and Technology,Xuzhou 221008,China);Deterioration elasto-plastic analysis of cracked surrounding rocks based on unified strength theory[J];Journal of China Coal Society;2010-03
9 ZENG Kai-hua1,JU Hai-yan1,SHENG Guo-jun1,ZHANG Chang-guang2(1.Nanchang Institute of Technology,Nanchang 330099,China;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China);Elastic-plastic analytical solutions for surrounding rocks of tunnels and its engineering applications[J];Journal of China Coal Society;2011-05
10 Fu Guobin (China University of Mining and Technology);RECENT INVESTIGATION OF EXTENT OF FRACTURED ZONE AND DISPLACEMENT OF ROCKS AROUND THE ROADWAYS[J];JOURNAL OF CHINA COAL SOCIETY;1995-03
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