Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING》 1997-06
Add to Favorite Get Latest Update

ON EXPANSION OF CYLINDRICAL CAVITY WITH LINEAR SOFTENING AND SHEAR DILATATION BEHAVIOUR

Jiang Mingjing;Shen Zhujiang (Nanjing,Hydraulic Research Institute, Nanjing 210024)  
Based on conventional test results,trilinear elastic-strain-softening-residual- plastic model is used to simulate stress-strain softening curve, trilinear curves to simulate the relation curves of volumetric strain, minor principal strain and major principal strain. By using the field function with the form of twin shear stress unified strength theory ,the formulas and procedure are given to calculate the stress, strain, displacement fields and final pressure of cylindrical cavity expansion. Anexample is used to compare the model with the elastic-brittle-plastic model, where the focus is on the effect on the stress, strain fields from different strain softening models.
【Fund】: 国家自然科学基金
【CateGory Index】: TU4
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 10 Hits
1 NIE Congjun,LEI Ming,XIA Linong(Civil Engineering Department,Changsha University,Changsha 410003,China);Theoretical analysis on squeezing effect of prestressed concrete pipe pile[J];Sichuan Building Science;2009-02
2 ZHENG Jun-jie,NIE Cong-jun,PENG Hong(Institute of Geotechnical and Underground Engineering, Huazhong University of Science and Technology, Wuhan,430074,China);Development of study and application of the prestressed concrete pipe pile[J];Journal of Pingdingshan Institute of Technology;2004-04
3 HAO Dong-xue1,2,LUAN Mao-tian1,CHEN Rong1,WU Ke3,41.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China;2.School of Architecture Engineering,Northeast Dianli University,Jilin 132012,China;3.Research Center of Geotechnical and Structural Engineering,Shandong University,Jinan 250061,China;4.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing 210098,China;Analysis of cylindrical cavity expansion with linear softening behavior based on extended SMP criterion[J];Journal of Dalian University of Technology;2010-01
4 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
5 FAN Wen1,2 , YU Mao-hong2 , CHEN Li-wei3 (1. Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China; 2. School of Civil Engineering and Mechanics , Xi'an Jiaotong University Xi抋n 710049, China) (3. Open Research Laboratory of Geotechnical Engineering under the Ministry of Land Resources, Xi抋n 710054, China);AN ANALYTIC SOULUTION OF ELASTO-PLASTIC PRESSURE TUNNEL CONSIDERING MATERIAL SOFTENING AND DILATANCY[J];Engineering Mechanics;2004-05
6 YU Mao-hong1 , M. Yoshimine1 , QIANG Hong-fu 2 , ZAN Yue-wen1 , XIAO Yun3 , LI Lin-sheng3 , SHENG Zu-ming3 (1. School of Civil Engineering and Mechanics, Xi’an Jiaotong University, Xi’an 710049, China; 2. Xi’an Reaserch Institute of Hi-Tech., Hongqing Town, Xi’an 710025, China; 3. China Academy of Launch Vehicle Technology, Beijing 100076, China);ADVANCESAND PROSPECTS FOR STRENGTH THEORY[J];Engineering Mechanics;2004-06
7 CHEN Chang-fu , XIAO Shu-jun (Institute of Geotechnical Engineering, Hunan University, Changsha 410082, China);BEARING CAPACITY OF AGGREGATE PILE WITH DIFFERENT RATIO OF TENSION MODULUS TO COMPRESSION MODULUS BASED ON UNIFIED STRENGTH THEORY[J];Engineering Mechanics;2007-10
8 ZOU Jin-feng1,2,WU Ya-zhong3,LI Liang1,PENG Jian-guo2,ZHANG Jin-hua1(1.School of Civil Engineering & Architecture,Central South University,Changsha,Hunan 410075,China;2.Hunan Provincial Communications Planning,Purvey and Design Institute,Changsha,Hunan 410008,China;3.Department of Transportation of Hunan Provence,Changsha,Hunan 410007,China);UNIFIED ELASTIC PLASTIC SOLUTION FOR CYLINDRICAL CAVITY EXPANSION CONSIDERING LARGE STRAIN AND DRAINAGE CONDITION[J];Engineering Mechanics;2010-06
9 ZHANG Li-ming~1,WANG Zai-quan~1,YIN Ying~1,SUN Lin-na~2(1.College of Science,Qingdao Technological University,Qingdao 266033,P.R.China;2.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310027,P.R.China);Elasto-plastic Analysis of Pressure Circular Tunnel with Liner[J];Journal of Chongqing Jianzhu University;2006-02
10 Maohong Yu1*,Guiyun Xia1,2,Vladimir A Kolupaev3 1 Xi'an Jiaotong University,Xi'an,710049,China 2 Changsha University of Science and Technology,Changsha,410076,China 3 DKI German Institute for Polymers,Darmstadt,D-64289,Germany;Basic characteristics and development of yield criteria for geomaterials[J];岩石力学与岩土工程学报(英文版);2009-01
China Proceedings of conference Full-text Database 4 Hits
1 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
2 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
3 Zhou Jijun (School of Architecture and Civil Engineering, China University of Mining & Technology, Xuzhou, Jiangsu 221008);Rock Strength Theory Since 20 Century[A];[C];2005
4 Lu Yunde;Study on Complete Procedures Test of Marble under Conventional Triaxial Compression and Constitutive Equation[A];[C];2003
【Citations】
Chinese Journal Full-text Database 5 Hits
1 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
2 Jiang Mingjing; Shen Zhujiang(Nanjing Hydraulic Research Institute);Computation and analysis on bearing capacity of foundation with strain-softening behavior[J];JOURNAL OF NANJING HYDRAULIC RESEARCH INSTITUTE;1996-01
3 Shen Zhujiang (Nanjing Hydraulic Research Institute);Some Considerations on Recent Research Activities of Soil Mechanics[J];Chinese Jounal of Geotechnical Engineering;1986-05
4 Jiang Ming-jing Shen Zhu-jiang(Geotechnical Engeneering Department,NHRI);ExpanSionof CylindriCa1 Cavity of Materials with Strain-SofteningBehaviour[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1995-04
5 Jiang Mingjing; Shen Zhujiang(Geotechnical Engineering Dept.. Nanjing Hydraulic Research Institute. 210024 );Unified Solution to Expansion of Cylindrical Cavity for Geomaterials with Strain-softening Behaviour[J];ROCK AND SOIL MECHANICS;1996-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 FANG Cong yan(Wuhu Professional Technology College,Wuhu 241001, China);Deduction of elastoplastic deformation of non-linear material against M-C criterion[J];Journal of Anhui Institute of Mechanical and Electrical Engineering;2002-02
2 WANG Peng-cheng1,ZHANG Hong-ya 1,2(1.Civil college,Hefei University of Technology,Hefei 230009,China;2.Anhui institute & Architectural Industry,Hefei 230022,China);Analysis of spherical cavities expansion in elastoplastic-brittle materials considering large strain[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2008-02
3 ZHANG Meng xi;Influence of Pile Driving on Disturbance Characteristics of Surrounding Loess[J];Underground Space;2004-03
4 HUANG Yao-ying,SHEN Zhen-zhong,WU Zhong-ru(College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210024,China);Viscoelastic Analysis Based on MSC.Marc's Development[J];Journal of Yangtze River Scientific Research Institute;2006-06
5 CHEN Xi, ZHOU De-yuan(Department of Civil Engineering, Tongji University, Shanghai 200092, China);Application of Smeared Cracking and Damaged Plasticity Models in FEA of CFT[J];Journal of Materials Science and Engineering;2008-02
6 LI Bo~(1,2,3),LUAN Mao-tian~(*1,2)(1.State Key Lab.of Coastal and Offshore Eng.,Dalian Univ.of Technol.,Dalian 116024,China;2.School of Civil and Hydraul.Eng.,Dalian Univ.of Technol.,Dalian 116024,China;3.School of Water Resour.,Shenyang Agric.Univ.,Shenyang 110161,China);Theoretical analysis of expansion of cylindrical cavity based on SMP criterion[J];Journal of Dalian University of Technology;2006-02
7 Wang Jianguo Chen Bin;Consideration on Characteristics and Recognition Theories of Soils[J];Journal of Chongqing University(Natural Science Edition);1993-03
8 LIU Shun-yao,MO Jiang-tao,WANG Jing-wen(College of Mech. and Elec. Eng., Central South University, Changsha 410083,China);Illustration of Similarity of Stress Tensor in Different Coordinate Systems[J];Journal of Hunan Institute of Engineering;2005-01
9 WANG Zhan; ZHEN Yong-hui(ShanTou University, Hboin University of Civil Engineering and Architecture);A BOUNDING SURFACE MODEL FOR CONCRETE CONSTITUTIVE RELATIONSHIP[J];ENGINEERING MECHANICS;1999-03
10 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
China Proceedings of conference Full-text Database 6 Hits
1 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
2 LU Jun,WU Qingxi,YANG Mingzhu(College of Civil Engineering,Hohai University,Nanjing,Jiangsu 210098,China);Reliability analysis of large-scale non-linear structures[A];[C];2010
3 Zhou Jijun (School of Architecture and Civil Engineering, China University of Mining & Technology, Xuzhou, Jiangsu 221008);Rock Strength Theory Since 20 Century[A];[C];2005
4 ZHANG Li-ming WANG Zai-quan (School of Sciences, Qingdao Technological University, Qingdao 266033, China);Stress solution of pressure on tunnel liner considering nonlinear softening of rock mass post-peak[A];[C];2008
5 Shi Zehua (He Hai University);Mechanical Medels Commonly Used for Geomaterial and their Elastic Elasto-plastic Matrice[A];[C];1986
6 Y.Z.Liu College of Resources and Environment,Wuhan University of Science and Technology,Wuhan,China X.R.Ge C.G Li S.H.Wang Institute of Rock and Soil Mechanics,Chinese Aeademy of Sciences,Wuhan,China;Vector analysis method of slope stability against sliding[A];[C];2008
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 LIU Xiao-wei1,2,CHEN Wen-wu1,2,HAN Wen-feng1,3(1.Key Laboratory of Mechanics on Western Disaster and Environment,Lanzhou University,Lanzhou 730000,China;2.School of Civil Engineering and Mechanics,Lanzhou University,Lanzhou 730000,China;3.Department ofCivil Engineering,Tianjin College of Urban Construction,Tianjin 300381,China);Experimental Study on Characteristic of Deformation of Red-bed Soft Tunnel's Surrounding Rock[J];Journal of Glaciology and Geocryology;2007-06
2 Lü Ji Cui Yinghui Liu Jia Lu Hai(College of Architectural Engineering,North China Univ.of Tech.,100144,Beijing,China);Analysis of Status Quo of Rock Strength Theories[J];Journal of North China University of Technology;2010-01
3 WANG Li1),GAO Qian2)1)School of Civil Engineering,Henan Polytechnic University,Jiaozuo 454000,China2)Department of Civil and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China;Elastoplastic model of damaged rock based on the strength theory[J];Journal of University of Science and Technology Beijing;2008-05
4 FAN Xiao-mei (Dept. of Resource and Architectural Engineering,Benxi College of Metallurgy,Benxi,Liaoning,117022,China);Characteristics of the Rock Strength under Tri-axial Compressions Analyzed with Twin Shear Theory[J];Journal of Benxi College of Metallurgy;2002-01
5 ZHANG Yong-guang,YIN Kun,WANG Ru-sheng,CAO Li-na,PENG Jian-ming College of Construction Engineering/Laboratory of Technology for Drilling under Complex Condition of Ministry of Land and Resources/ Key Laboratory of Geodetection Technology & Instrumentation of Ministry of Land and Resources,Jilin University,Changchun 130026,China;Cutting-Ground-Breaking Mechanism of Compressed-Air-Jet[J];Journal of Jilin University(Earth Science Edition);2011-02
6 ZHANG Si-hua1,CHEN Jing-qian2,ZHANG Kai-xiang3,ZHANG Yingying3(1.Zhengzhou University,Zhengzhou 450001,China;2.Pingdingshan Construction Supervision Company,Pingdingshan 467000,China;3.Luohe Reconnaissance Planning & Design Institute,Luohe 462000,China);Study on calculation method about settlement of pre-stressed concrete pipe pile composite foundation[J];Journal of Pingdingshan Institute of Technology;2006-06
7 TU Zhong-ren1,XIA Jin-ping2(1.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China;2.Chongqing Zhonghuan Construction Co.Ltd,Chongqing 401120,China;);Research on Deformation Parameters of Heterogeneous Rock Mass Materials under Gradient Stress[J];Journal of Chongqing Jiaotong University(Natural Science);2011-01
8 Wang Jingyun,Lv Shangong,Li Xiaoyu,Zheng Junjie;Joint Application of Pre-stressed Pipe Pile and Powder Spraying Pile in Drainage Box Culvert Project[J];Urban Roads Bridges & Flood Control;2007-05
9 Liu Hongshuai, Bo Jingshan, Liu Dedong (Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China);Review on study of seismic stability analysis of rock-soil slopes[J];Earthquake Engineering and Engineering Vibration;2005-01
10 XU Li'xing FENG Shun-shan Beijing Institute of Technology,Beijing 100081,ChinaLI Da-yong 95972,GangSu,735018,China;Engineering Analytical Method of The Penetration into Semi-Infinite Concrete Target with Prefabricatde Hole[J];Journal of Projectiles,Rockets,Missiles and Guidance;2002-S1
China Proceedings of conference Full-text Database 10 Hits
1 Wang Baolai~1,Wen Fengchun~2,Liang Jun~1 (1 Center for Composite Materials and Structures,Harbin Institute of Technology,Harbin 150001; 2 No.703 Research Institute of China Shipbuilding Industry Corporation,Harbin 150036);Investigation of Strength Problem for Composite Materials Based on the Least Energy Consumption Principle[A];[C];2006
2 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
3 Gong Shoucai (Xi'an Desigin Engineering Co.,Ltd of China Coal,Xi'an,710054,Shaanxi,China);Elasto-Plasticity Displacement Solution of Plastic Zone in Coal Mine Wall[A];[C];2009
4 Zhou Jijun (School of Architecture and Civil Engineering, China University of Mining & Technology, Xuzhou, Jiangsu 221008);Rock Strength Theory Since 20 Century[A];[C];2005
5 Zan Yuewen;Ji Lingchongjun;Yu Maohong;Liao Hongjian School of Civil Engineering and Mechanics, Xi'an Jiaotong University Xi'an 710049 China;RELATIONSHIP BETWEEN ROCK STRENGTH THEORY AND STRENGTH TEST[A];[C];2002
6 ZHANG Yangsong~1,LI Xiaozhao~2,YAN Changhong~2 (1.Department of Civil Engineering,Nanjing University of Science and Technology,Nanjing,Jiangsu 210094,China; 2.School of Earth Science and Engineering,Nanjing University,Nanjing,Jiangsu 210093,China);STABILITY ANALYSIS OF TUNNEL SURROUNDING ROCK CONSIDERING STRAIN SOFTENING[A];[C];2010
7 LI Ping'en~1,YIN Youquan~2 (1.Institute of Geophysics,China Earthquake Administration,Beijing 100081,China; 2.Department of Mechanics and Engineering Science,Peking University,Beijing 100871,China);MODIFICATION OF DRUCKER-PRAGER CRITERION IN TENSILE SHEAR REGION[A];[C];2010
8 ZHANG Jian~(1,2),HU Ruilin~1,LIU Haibin~3,WANG Sansan~1 (1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Science,Beijing 100029,China;2.Department of Civil engineering,Nanyang Normal University,Nanyang,Henan 473061,China; 3.China Huashui Hydropower Development Corporation,Beijing 100069,China);CALCULATION STUDY OF RANKINE EARTH PRESSURE BASED ON UNIFIED STRENGTH THEORY[A];[C];2010
9 ZHANG Jian~(1,2),HU Ruilin~1,LIU Haibin~3,WANG Sansan~1 (1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Science,Beijing 100029,China;2.Department of Civil engineering,Nanyang Normal University,Nanyang,Henan 473061,China; 3.China Huashui Hydropower Development Corporation,Beijing 100069,China);CALCULATION STUDY OF RANKINE EARTH PRESSURE BASED ON UNIFIED STRENGTH THEORY[A];[C];2011
10 ZHANG Jian~(1,2),HU Rui-lin~1,YU Wen-long~1,LI Li-hui~1 (1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Science,Beijing 100029, China;2.Department of Civil Engineering,Nanyang Normal University,Nanyang 473061,China);Sensitivity analysis of parameters of Rankine's earth pressure with inclined surface considering intermediate principal stress[A];[C];2011
【Secondary Citations】
Chinese Journal Full-text Database 9 Hits
1 Qu Shengnian Yin Youquan(Peking University);DRUCKER'S AND ILYUSHIN'S POSTULATE OF PLASTICITY[J];Acta Mechanica Sinica;1981-05
2 Yin Youquan Qu Shengnian(Peking University);ELASTOPLASTIC COUPLING AND GENERALIZED NORMALITY RULE[J];Acta Mechanica Sinica;1982-01
3 Jiang Mingjing; Shen Zhujiang(Nanjing Hydraulic Research Institute);Computation and analysis on bearing capacity of foundation with strain-softening behavior[J];JOURNAL OF NANJING HYDRAULIC RESEARCH INSTITUTE;1996-01
4 Shen Zhujiang;EVALUATION DF COMPUTATION MODELS FOR S0FT SUBGRADE CONS0LIDATION AND DEFORMATI0N[J];China Civil Engineering Journal;1984-02
5 Shen Zhu-jiang(Nanjing Hydraulic Research Institute);The Rational Form of Stress-Strain Relationship of Soils Based on Elasto-Plasticity Theory[J];Chinese Jounal of Geotechnical Engineering;1980-02
6 Huang Wen-xi and Pu Jia-liu(Qinghua University, Beijing)Chen Yu-jiong (Water Conservancy and Hydroelectric Power Research Institute, Beijing);Hardening Rule and Yield Function for Soils[J];Chinese Jounal of Geotechnical Engineering;1981-03
7 Shen Zhujiang (Nanjing Hydraulic Research Institute) Lu Shunying (Scientific Research Institute of the First Bureau of Navigational Engineering, Tianjin);Analysis of Consolidation and Deformation of Soft Subsoil under Vacuum[J];Chinese Jounal of Geotechnical Engineering;1986-03
8 Yu Mao-hong(Xi’an Jiaotong University);Unified Strength Theory for Geomaterials and lts Applications[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1994-02
9 Jiang Ming-jing Shen Zhu-jiang(Geotechnical Engeneering Department,NHRI);ExpanSionof CylindriCa1 Cavity of Materials with Strain-SofteningBehaviour[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1995-04
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved