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《Engineering Mechanics》 2007-S2
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ZHANG Yong-xing , WANG Gui-lin (Civil Engineering Faculty of Chongqing University, Chongqing 400045, China)  
With the increase of urban underground and ground engineering, the conflict between ground building and underground engineering is more and more. In this view, it is more important for accurately evaluating the stability of rock foundation with caverns. It becomes a special outstanding and urgent problem to study stability of rock foundation with caverns in Chongqing mountain city. Through theory study, numerical simulation, field testing and intelligent identification technology, the systematic research of rock foundation with caverns is carried out by combining with Chongqing building rock cavern foundation. The work can be summarized as: (1) By using strength reduction FEM and load-increasing FEM, the foundation with an opened cavern subjected to loading is proposed. As a result, load-increasing FEM is suitable for stability analysis of foundation with an opened cavern, but for foundation with an opening cavern, strength reduction FEM is feasible. (2) The ratio of between plastic zone area and cavern area is proposed to determine the safety factor of the cavern foundation. (3) By combining adaptive-network-based fuzzy inference (ANFIS) which provides an analytical approximation of the true FEM calculation and uniform experimental design, selecting typical sample points, an intelligent identification system to analyze the stability of cavern foundation is established. (4) Based on the analysis of complex rock cavern foundation engineering examples in Chongqing city, the research route for study stability of complex cavern foundation is recommended.
【Fund】: 国家杰出青年科学基金项目(50625824)
【CateGory Index】: TU470
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Chinese Journal Full-text Database 3 Hits
1 WANG Xing~1 ,CAO Xi-ren~1,LIU Qi-jian~1,ZHOU Shu-ming~2(1 College of Civil Engineering,Hunan University,Changsha410082,China;2 China Railway Tunnel Survey & Design InstituteCo.ltd,Tianjin 300133,China);Safety influence of shallow-buried tunnels on the nearby buildings and reinforcing measures to be taken[J];Journal of Safety and Environment;2009-04
2 Zhou-Ying,Du-Peng,Wu-Xin;Effects of Mutual Interactions of High-Rising Buildings Construction on the Stability of Existing Railway Tunnel[J];Chongqing Architecture;2010-06
3 LIN Bin XI Jing;Analysis on stability and interaction between tunnel and superstructure[J];Shanxi Architecture;2010-19
Chinese Journal Full-text Database 10 Hits
1 Qian Qihu;The Fourth Wave of Geotechnology[J];UNDERGROUND SPACE;1999-04
2 XUE Shang-ling et al;Numerical Analysis on Chamber Foundation of Chongqing Guoji Mansion[J];Underground Space;2002-02
3 WANG Shan yong 1, TANG Chun an 1, WANG Shu hong 1, LU Pei yan 2 (1. Center for Rock Instability & Seismicity Research, Northeastern University, Shenyang 110004, China; 2. Company of Guangzhou Lushi Rock & Soil Engineering Ltd, Guangzhou 510610, C;Numerical Simulation and Research of the Influence on the Excavation of the Subway to the Bade Sedimentation[J];JOURNAL OF NORTHEASTERN UNIVERSITY;2002-09
4 Huang Runqiu Chen Shangqiao(Chengdu Institute of Technology, Chengdu 610059)Huang Jiayu He Ping(Chongqing Institute for Design, Chongqing 630054);A STUDY ON THE SAFETY THICKNESS OF ROOF OF SHALLOW UNDERGROUND EXCAVATION[J];JOURNAL OF ENGINEERING GEOLOGY;1998-02
5 LIU Jie , GAI Bing-zheng (Harbin Institute of Technology, Harbin 150001, P. O. Box 344, P.R.China);DYNAMIC THERMOSTRESS DISTRIBUTION IN THE NEIGHBOURHOOD OF A CAVITY IN A SEMI-INFINITE ELASTIC PLANE[J];Engineering Mechanics;2002-01
6 Luo Jizhang Chongqing Institute of Architecture and EngineeringLiu Zhengbao Nanyang University;COUPLING ANALYSIS METHOD FOR INTERACTION BETWEEN FOUNDATION WITH CAVERN AND FRAME STRUCTURE[J];Journal of Chongqing Architecture University;1991-02
7 LU Wen-chao, ZHONG Zheng, WANG Xu (Key Laboratory of Solid Mechanics of MEC, Tongji University, Shanghai 200092, China);Analytical Solution for Stress Field in Surrounding Rocks of Shallow Tunnel[J];Chinese Quarterly of Mechanics;2003-01
8 Yang Tianhong,Liu Hongyuan,Liu Tingjin,Zhu Wancheng (North east University Shenyang,110006) Lu Peiyan (Guangdong Lu's Geotechnival Engineering Co.Ltd Guangzhou,510660);Analysis of Affect on Foundation During the Large Span Cavern Excavation Process on Guangzhou Subway[J];West-china Exploration Engineering;2000-06
10 ZHAO Shang yi,ZHENG Ying ren,SHI Wei min,WANG Jing lin (Logistical Engineering University, Chongqing 400041,China);Analysis on safety factor of slope by strength reduction FEM[J];Chinese Jounal of Geotechnical Engineering;2002-03
Chinese Journal Full-text Database 10 Hits
1 YANG You-fa~(1,2),WANG Yi-gong~1(1.Faculty of Civil Engineering, Chongqing University,Chongqing400044,China;&the Environmental Disaster Control Engineering,Ministry of Education,Chongqing University,Chongqing400044,China);The influence of excavating slope to building at the bottom of the slope[J];Building Science Research of Sichuan;2004-03
2 HE Jianping,WANG Xinwen(Luoyang Institute of Science and Technology,Luoyang 471023,China);Sewage treatment plant slope simulation and analysis[J];Sichuan Building Science;2009-04
3 ZHANG Lei,CEN Guoping,GU Qiangkang(Engineering College,Air Force Engineering University,Xi'an 710038,China);Strength reduction method for stability analysis of high fill rock foundation with cave in karst area[J];Sichuan Building Science;2011-04
4 ZHOU Zi-bin,ZHANG Qing,WU Feng(School of Engineering of Hehai University,Nanjing,210098,China);MIXED ANALYSIS ON SLOP STABILITY BY FINITE ELEMENTS AND GENERAL LIMIT EQUILIBRIUM METHOD[J];Journal of Anhui Institute of Architecture;2003-03
5 Shi Lei (The Fifth Engineering Co., Ltd. of China Tiesiju Civil Engineering Group , Jiujiang 332000 , China);Controlling Technique of Surface Settlement in Rectangular Tunnel with Large Span by Shallow Embedment and Concealed Excavation[J];Anhui Architecture;2006-03
6 ZHAO Yang et al (Department of Horticulture,Agricultural College, Shihezi University, Shihezi,Xinjiang 832003);Study on Embryogenic Callus Induction from Guar[J];Journal of Anhui Agricultural Sciences;2005-02
7 YI Chuang-hui et al(Key Laboratory of Resource Insect Cultivation and Utilization,State Forestry Administration,Research Institute of Resources Insects,Chinese Academy of Forestry,Kunming,Yunnan 650224);The Main Influence Factors on the Development of Diapause Pupae of Papilio memnon[J];Journal of Anhui Agricultural Sciences;2009-02
8 LI Xiao-Jun et al(Life Science College,Hebei Normal University,Shijiazhuang,Hebei 050016);Studies on the Culture Condition and Fermentation Crafts of A Strain of Bacillus subtilis[J];Journal of Anhui Agricultural Sciences;2009-04
9 YANG Hai- jun et al (Xinyang Agricultury College,Xinyang,Henan 464000 );Optimization of Culture Condition for the Snow Pear Dry Wine Fermentation[J];Journal of Anhui Agricultural Sciences;2010-13
10 LIU Hong et al (College of Chemistry and Chemical Engineering,Hainan Normal University,Haikou,Hainan 571158);Investigation on Oxidation Resistance of Peel in Synsepalum dulcificum Denill[J];Journal of Anhui Agricultural Sciences;2010-14
China Proceedings of conference Full-text Database 10 Hits
1 Yang Jifeng~1,Shi Jianwei~2,Qian Yiyu~1,Li Jin~2 (1.Harbin Institute of Technology,Harbin,150001,China 2.Sun East Electronic Technology Company Lt.d,Shenzhen,518103,China);The Influence of Solder Paste Printing Parameters in 0201 Assembly[A];[C];2008
2 XUE Lei~1,SUN Qiang~(1,2),QIN Si-qing~1,LIU Han-dong~3,HUANG Xin~1 (1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,The Chinese Academy of Sciences,Beijing 100029,China;2.School of Resources and Earth Science,China University of Mining and Technology,Xuzhou,221116,China;3.North China University of Water Resources and Electric Power,Zhengzhou 450011,China);Scope of strength reduction for inhomogeneous slopes[A];[C];2012
3 DENG Chu-jian~1,TANG Xiao-song~1,ZHENG Ying-ren~1,WU Xiang-chao~2 (1.Logistical Engineering University,Chongqing,400041,China; 2.Chongqing Rock Center of Yangtze River Scientific Research Institute,ChongQing,400014,China );Numerical analysis of the plate loading test[A];[C];2007
4 LIU Yuan-xue~(1,2),XIE Feng~3,JIANG Shu-ping~1,ZHOU Jia-wu~1,CHEN Chen~1 (1.Department of Architecture and Civil Engineering,Logistical Engineering University,Chongqing 400041,China; 2.Chongqing Communications Research & Design Institute,Chongqing 400067,China);Numerical analysis of the shed-tunnel structrue on the tunnel shape optimizing[A];[C];2007
5 XU Ming-yi,ZHEN Hui-feng,WU Yu-sheng,CHEN Shen-hong (State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan 430072,China);Deep base anti-slide stability analysis of power house section of Wujiang Shatuo Hydropower Station[A];[C];2007
6 PAN Jian,ZHU Jiao-li,CHEN Hong-bing (College of Architecture and Civil Engineering,South China University of Technology,Guangzhou 510640,China);A repairing method for a clay landslide in Shaoguan of Guangdong Province[A];[C];2007
7 YIN Xi-jie,YAN E-chuan,SUN Zhao-lai (Faculty of Engineering,China University of Geosciences,Wuhan 430074,China);Slip surface ascertaining and stability analyzing of the countertendency shale slope[A];[C];2007
8 ZHANG Yu-cheng~1,YANG Guang-Hua~(1,2),HU Hai-ying~(1,3),ZHANG You-xiang~1 (1.School of Civil and Architectural Engineering,Wuhan University,Wuhan 430072,China;2.Guangdong Research Institute of Resources and Hydropower, Guangzhou 510610,China;3.School of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China);Stability study of embankment or dam with back berm on soft soil foundation[A];[C];2007
9 WU Chun-qiu,XIAO Da-ping (Institute of Foundation Engineering,China Academy of Building Research,Beijing 100013,China);Stability analysis of embankment on composite subgrade[A];[C];2007
10 YANG Guang-hua~[1,2],ZHANG Yu-cheng~[1,2,3],ZHANG You-xiang~[2] (1.Guangdong Research Institute of Resource and Hydropower,Guangzhou 510610; 2.School of Civil and Architectural Engineering,Wuhan University,Wuhan 430072 3.The Third Chinese Bureau of Construction Wuhan 430070;);varible modulus elatic-plastic strength reduction method and the application in the slope stability analysis[A];[C];2008
Chinese Journal Full-text Database 10 Hits
1 Xing Wen shu et al.;Analysis of Computer Simulation for Digging Holes in Ground and Construction after Digging Holes[J];Underground Space;2002-03
2 CHEN Yu , LI Yong-sheng(Department of Geotechnical Engineering, Tongji University, Shanghai 200092, P.R.China );Calculation of Tunnel Heaving due to Unloading of Pit Excavation[J];;2005-01
3 ZHANG Hong-bo 1 , HUANG Mao-song 1 , ZHUANG Ji-dong 2 , WANG Xian-chun 2 (1. Department of Geot. Engineering, Tongji University, Shanghai 200092,China; 2. The 4th Engineering Co. Ltd. of the 14th China Railway Construction Group, Linyi 276003 P.R.China);Mechanical Analysis on Construction of Shallow Tunnel Crossing Piles of Building[J];;2005-02
4 Zhao Yanming;Zheng Yingren;Liu Dongsheng;A Case of Treatment for Large Span Foundation with Opening under Highrise Housing[J];;1995-01
5 Yao Dailu;Studies on Non-Linear Distribution of Earth Pressure on Retaining Wall[J];Journal of Chongqing Jiaotong University;1984-03
6 Liu Guobin;Calculation of Diaphragm Wall Moment by Measured Reinforcement Stress[J];Undergrourd Engineering and Tunmels;2003-01
7 Wu Shuguang et al.;Stability Analysis of Rock Cutting Slope with Air-raid Shelter[J];Geotechnical Investigation and Surveying;2003-05
8 Wang Xiaobing,Jia Jian Department of Geotechnical Engineering,Tongji University,200092,Shanghai,China;The Influence of Deep Foundation Pit Excavation on Nearby Metro Tunnel[J];Urban Mass Transit;2009-05
9 Jiang Hongsheng (Dept. of Civil Engineering of Shandong Architeture and Engineering Institute\ Jinan\ 250014)\ Hou Xueyuan(Tongji University Shanghai\ 100092);THE INFLUENCE OF DEEP EXCAVATION ON ADJACENT METRO TUNNEL IN SOFT GROUND[J];Industrial Construction;2002-05
10 Liu Yan~(1,2),Liu Guobin~2,Liu Tao~2(1 Ji'nan University,Ji'nan 250022,China;2 Civil Engineering Institute of Tongji University,Shanghai 200092,China);Study on surround ground movement caused by deep excavation of exchanging subway station[J];Building Structure;2008-04
【Secondary References】
Chinese Journal Full-text Database 3 Hits
1 WANG Hong-de1,2,QIN Yu-bin1,MA Yun-dong2,ZHANG Li-man2(1 School of Civil & Safety Engineering,Dalian Jiaotong University,Dalian 116028,Liaoning,China;2 Tunnel & Underground Structure Engineering Center of Liaoning Province,Dalian Jiaotong University,Dalian 116028,China);Comparative simulation and measurement of the deformation features of the soil-rock deep foundation pit with a positive corner[J];Journal of Safety and Environment;2013-04
2 ZHAO Ping;JING Long-fei;School of Civil Engineering,Xi'an University of Architecture and Technology;Xi'an Jindi Real Estate Investment Co,Ltd;;Analysis of safety key positions due to the tunnel construction and prediction research[J];Journal of Safety and Environment;2014-02
3 LIU Dun-wen;SONG Guang-chen;CHU Fu-jiao;CHENG Jian;ZENG Jia-long;School of Resources and Safety Engineering,Central South University;;Numerical analysis of the effects of the tunnel blasting on the nearby tunneling areas[J];Journal of Safety and Environment;2014-02
【Secondary Citations】
Chinese Journal Full-text Database 8 Hits
1 Wang Shuhong,Zhu Wancheng,Liu Bin,Pan Kaiming (School of Resources and Civil Engineering,NEU, Shenyang 110006);Development of Non Linear FEM Program of Tensile Fracture and Its Calculation Example[J];JOURNAL OF NORTHEASTERN UNIVERSITY;1999-01
2 Lin Cunyou 1,2 Wu Li 1 Li Peng 1( 1.Faculty of Engineering, China University of Geosciences,Wuhan 430074; 2.No.4 Section,No.14 Engineering Bureau,China Railway Co.,Linyi 276003);Safety Construction Technologies for Tunnel beneath the Building[J];;2002-02
3 Zhou Xiaojun Gao Bo Qiu Wenge Zhou Jiamei (College of Civil Engineering,Southwest Jiaotong University,Chengdu,610031);Numerical Analysis on Design Programme of Running Tunnel in Guang Fang Lian Section Between the Peoples'Park and Zhng Shan Memorial Hall of Guangzhou Metro[J];WEST-CHINA EXPLORATION ENGINEERING;2000-01
4 Yang Tianhong,Liu Hongyuan,Liu Tingjin,Zhu Wancheng (North east University Shenyang,110006) Lu Peiyan (Guangdong Lu's Geotechnival Engineering Co.Ltd Guangzhou,510660);Analysis of Affect on Foundation During the Large Span Cavern Excavation Process on Guangzhou Subway[J];West-china Exploration Engineering;2000-06
6 Zhou Yuhong, Zhao Yanming, Cheng Chongguo(Dept. of Civil Eng., Logistic Engineering University, Chongqing 400041 China) (Chongqing Highway Institute of Communications Ministry, Chongqing 400067 China);OPTIMUM ANALYSIS ON THE CONSTRUCTION PROCESS FOR JOINT ARCH TUNNELS IN PARTIAL PRESSURE[J];Chinese Journal of Rock Mechanics and Engineering;2002-05
7 <author> Ge Xiurun, Gu Xianrong and Feng Dingxiang ( Institute of Rock and Soil Mechanics Academia Sinica, Wuhan, China );Three-dimensional Infinite Domain Elements and Joint Infinite Domain Elements[J];Chinese Jounal of Geotechnical Engineering;1986-05
8 Wang Yongjia; Xing Jibo(Northeastern University, Shenyang, 110006) (Helpngjiang Mining institute, Jixi, 158105);Discrete Element Method and Lagrangian Element Method and Their Applications in Geomechanics[J];ROCK AND SOIL MECHANICS;1995-02
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