Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Chinese Journal of Rock Mechanics and Engineering》 2008-02
Add to Favorite Get Latest Update


SU Chengdong1,ZHANG Zhenhua2(1.School of Energy Science and Engineering,Henan Polytechnic University,Jiaozuo,Henan 454010,China;2.Department of Electromechanical Engineering,Nanyang Institute of Technology,Nanyang,Henan 473004,China)  
Triaxial compression experiments are carried out for marble specimens by servo-controlled testing machine.After the specimens failed,they were then completely unloaded;and then uniaxial compression tests were carried out for the damaged rock specimens.Based on the experimental results,the plastic deformation and energy properties of marble specimens are analyzed under different confining pressures.At the same time,the uniaxial strength,elastic modulus and energy property of damaged specimens after unloading are investigated.The results show that marbles process the clear BDT(brittle-ductile transformation) property.The stress-strain curve shows the yield platform under higher confining pressure,i.e.the plastic deformation of rock specimen continues to increase with the axial deformation,but the supporting capacity by friction keeps basically a constant.The dissipated energies of rock specimens before yielding are comparatively less in the process of triaxial compression,but more energies in the process of plastic deformation.Moreover,the plastic deformation of rock specimen has a good linear relationship with the dissipated energy.Under high confining pressure,rock specimen will dissipate more energy in order to make the specimen fail completely.The strength and elastic modulus of the damaged specimens decrease linearly with the increase of plastic deformation.The produced plastic deformation under lower confining pressure has distinct effect on the strength and elastic modulus.However,in the yielding and softening phases after peak strength,the decrease of the supporting capacity of rock specimen is linearly accorded with the increase of plastic deformation.The softening modulus and elastic modulus of damaged specimens have no clear relationship with the peak strength,showing the localized behaviors of failure.
【Fund】: 国家自然科学基金资助项目(10572047)
【CateGory Index】: TU452
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 3 Hits
1 DUAN Xin-wei1,LI Bao-fu2 (1.ChangcunCoal Mine,YiMa Coal Group Jiaozuo,YiMa 454000,Henan,China;2.School of Energy Science and Engineering,Henan Polytechnic University,Jiaozuo 454003,Henan,China);Analysis of routine triaxial compression physical and numerical test of sandstone[J];Journal of Henan Polytechnic University(Natural Science);2009-05
2 SU Cheng-dong,YIN Bin-hua,GUO Bao-hua(School of Energy Science and Engineering,Henan Polytechnic University,Jiaozuo 454000,Henan,China);Experimental study on mechanical property of natural pyrophyllite and pyrophyllite briquette[J];Journal of Henan Polytechnic University(Natural Science);2010-03
3 LU Xiaocong1,XU Jinyu1,2,GE Honghai3,ZHAO Dehui1,BAI Erlei1 (1. Engineering Institute,Air Force Engineering University,Xi′an,Shaanxi 710038,China; 2. College of Mechanics and Civil Engineering,Northwestern Polytechnical University,Xi′an,Shaanxi 710072,China; 3. Air Force Engineering Design and Research Bureau,Beijing 100068,China);EFFECTS OF CONFINING PRESSURE ON MECHANICAL BEHAVIORS OF SANDSTONE UNDER DYNAMIC IMPACT LOADS[J];Chinese Journal of Rock Mechanics and Engineering;2010-01
Chinese Journal Full-text Database 10 Hits
1 YOU Ming-qing(Department of Resource and Material Engineering,Henan Polytechnic University,Jiaozuo 454159,Henan,China);STUDY OF DEFORMATION AND FAILURE OF ROCK BASED ON PROPERTIES OF COHESION AND FRICTION[J];Journal of Geomechanics;2005-03
2 YANG Sheng-qi1,XU Wei-ya1,SU Cheng-dong2(1.Research Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China;2.School of Energy Science and Engineering,Henan Polytechnic University,Jiaozuo 454010,Chian);STUDY ON THE DEFORMATION FAILURE AND ENERGY PROPERTIES OF MARBLE SPECIMEN UNDER TRIAXIAL COMPRESSION[J];Engineering Mechanics;2007-01
3 Yang Shengqi~1 Xu Weiya~1 Su Chengdong~2(()~1 Research Institute of Geotechnical Engineering,Hohai University,Nanjing,210098)(()~2 School of Energy Science and Engineering,Henan Polytechnic University,Jiaozuo,454159);STUDY ON THE DEFORMATION FAILURE AND ENERGY PROPERTIES OF ROCK SPECIMEN IN UNIAXIAL COMPRESSION[J];Acta Mechanica Solida Sinica;2006-02
4 PENG Ruidong XIE Heping, JU Yang ZHOU Hongwei (Beijing Key Laboratory of Fracture & Damage Mechanics of Rocks and Concrete, China University of Mining & Technology, Beijing 100083, China) (Sichuan University, Chengdu 610065, China);EFFECT OF ELASTIC ACCUMULATION ENERGY OF TESTING MACHINE ON THE MECHANICAL MEASUREMENT OF ROCKS[J];Mechanics and Engineering;2005-03
5 You Mingqins; Hua Anzeng( Jinozuo Institute of Technology, Jinozuo 454159)( China Uuiversitg of Mining and Technology, Xuzhou 221008);FRACTURE OF ROCK SPECIMEN AND DECREMENT OF BEARING CAPACITY IN UNIAXIAL COMPRESSION[J];CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING;1998-03
6 You Mingqing1, Hua Anzeng2 (1Jiaozuo Institute of Technology, Jiaozuo 454159 China) (2 China University of Mining and Technology, Xuzhou 221008 China);ENERGY ANALYSIS ON FAILURE PROCESS OF ROCK SPECIMENS[J];Chinese Journal of Rock Mechanics and Engineering;2002-06
7 You Mingqing (Department of Machinery Engineering, Jiaozuo Institute of Technology, Jiaozuo 454159 China);EFFECT OF CONFINING PRESSURE ON THE YOUNG'S MODULUS OF ROCK SPECIMEN[J];Chinese Journal of Rock Mechanics and Engineering;2003-01
8 Zhao Yangsheng1,2,Feng Zengchao2,Wan Zhijun1 (College of Mineral and Energy Resources,China University of Mining and Technology, Xuzhou 221008 China) (Institute of Mining Technology,Taiyuan University of Technology, Taiyuan 030024 China);LEAST ENERGY PRICIPLE OF DYNAMICAL FAILURE OF ROCK MASS[J];Chinese Journal of Rock Mechanics and Engineering;2003-11
9 Yu Yong1,2,Yin Jianmin2 (1Department of Applied Mechanics and Engineering,Southwest Jiaotong University, Chengdu 610031 China) (2Rock Foundation Division,Yangtze River Scientific Research Institute, Wuhan 430019 China);ENERGY DISSIPATION PROPERTIES OF THREE GORGES GRANITE UNDER DIFFERENT LOADING MODES[J];Chinese Journal of Rock Mechanics and Engineering;2004-02
10 Jin Fengnian,Jiang Meirong,Gao Xiaoling (Engineering Institute of Engineering Corps,PLA University of Science and Technology, Nanjing 210007 China);DEFINING DAMAGE VARIABLE BASED ON ENERGY DISSIPATION[J];Chinese Journal of Rock Mechanics and Engineering;2004-12
Chinese Journal Full-text Database 10 Hits
1 GUO Yan-hua,GUO Zhi-kun(Engineering Institute of Engineering Corps,PLA University of Science and Technology,Nanjing 210007,China);Primary study on back analysis in geotechnical engineering[J];Sichuan Building Science;2006-03
2 LI Yue1,2,LIU Li1,LI Yumei3,ZHANG Zhongxing4,LIANG Wei1(1.School of Architecture and Civil Engineering,Xihua University,Chengdu610039,China;2.Air Force Furnishment Ministry,Jinan Military Area,Jinan250014;China;3.School of Shandong Youthful Cadre Management,Jinan250014,China;4.Shandong Dong-Tai Traffic Programming Design Institute,Zibo256414,China);Testing study on relativity between longtudinal wave speed and density of sandwich rock[J];Sichuan Building Science;2009-01
3 CUI Ke-rui HOU Fang (Institute of Natural Resources and Environment,Hefei University of Technology,Hefei 230009,China);STRUCTURAL FEATURE AND TCTONIC EVOLUTION OF LULING-ZHUXIANZHANG COAL MINE IN AN HUI PROVINCE[J];Geology of Anhui;2004-03
4 SHI Sun~1,PANG Jian-yong~1,LONG Qing-ji~2(1.Dept.of Civ.Engn.,Anhui University of Science and Technology,Huainan 232001,China;2.Jiangxi Province Administration of Work Safety,Nanchang 330046,China);Stability analysis of the mineral mountain slope and its engineering application[J];Journal of Anhui University of Technology and Science(Natural Science);2006-02
5 LIU Chun et al;Typical Slope of Wan-liang Expressway and Its Treatment[J];Underground Space;2004-04
6 CHEN Jin-feng et al;Comparative Analysis on Ultimate Bearing Capacity of Two Large Diameter Rock-socketed Piles[J];Underground Space;2004-04
7 HU Sheng-bin,DENG Jian,PENG Jian-hua(School of Resources and Safety Engineering,Central South University,Changsha,410083,China);Research on Effect of Rock Filling on Fatigue Crack Initation and Propagation of the Rock[J];Chinese Journal of Underground Space and Engineering;2005-06
8 YAN Xiao-ming,LI Xi-bing,LI Di-yuan,GUO Lei(School of Resources and Safety Engineering,Central South University,Changsha 410083,China);Determination of Boundary Pillar's Safety Thickness of Open Pit Mining with Underground Goaf[J];Chinese Journal of Underground Space and Engineering;2006-04
9 HUANG Lei,LIU Dong-yan(College of Civil Engineering,Chongqing University,Chongqing 400045,P.R.China);The Trial Study on the Energy Method for the Analysis on Stability of Anchored Rock Mass[J];Chinese Journal of Underground Space and Engineering;2006-05
10 XI Bao-ping,ZHAO Yang-sheng,ZHAO Yan-lin,XU Su-guo(Institute of Mining Technology,Taiyuan University of Technology,Taiyuan 030024,P.R.China);Study on Creep Property of Rock Salt with Mudstone Interlayer[J];Chinese Journal of Underground Space and Engineering;2007-01
China Proceedings of conference Full-text Database 10 Hits
1 Gan Deqing~1 Li Zhanjin~1 Han Xianmin~2 Zhang Yabin~1 Chen Chao~1 (1.Hebei Polytechnic University,2.Key Laboratory of Engineering Geomechanics,Chinese Academy of Sciences);Research on Stope Parameter and Slpoe Stability during Transition of the Underground Mining from Open-pit in Shirengou Ore Mine[A];[C];2007
2 DENG Long-Sheng LI Xia-Hui LI Guang FAN Wen (college of geological engineering and surveying engineering,chang'an university,xi'an,shan'xi 710054,China);CACULATIONG PRESSURE OF SURROUNGDING ROCK MASS FOR LOOSEN ROCK MASS BASED ON UNIFIED STRENGTH THEORY[A];[C];2005
3 LI Ke LI Xiao-hui FAN Wen (College of Geological Engineering and Geomatics Engineering,Chang'an University,Xi'an 710054,China);UNEARTHLY ELASTIC-PLASTIC ANALYSIS OF No.1 QINLING TUNNEL'S COUNTRY ROCK PRESSURE[A];[C];2005
4 HUANG Da-yong LU Bing-yang CHEN Hua-xing (Civil engineering department of Guizhou university,GuiYang,GuiZhou,550003);INTERACTION OF CLOSE-SPACED TUNNEL CONSTRUCTION[A];[C];2005
5 YE Jian-hong~1 YU Jin-shui~1 LIU Xue-fei~2 WANG Ya-feng~1 (1.School of Engineering and Technology,China University of Geosciences,Beijing 100083,China;2.School of the Earth Sciences and Resources,China University of Geosciences,Beijing 100083,China);EXPERIMENTAL RESEARCH ON THE DIFFERNENCE BETWEEN MAXIMUM TENSILE STRAINS OF DIFFERENT ROCK SPECIMENS UNDER UNIAXIAL COMPRESSINGAND SPLITTING LADS[A];[C];2005
6 Liu Gang,Zhao Jian,Song Hongwei (College of Architecture and Civil Engineering, Chinese University of Mining and Technology, Xuzhou,Jiangsu 221008);Analysis on the Influencing Factors of the Stability of Roadway[A];[C];2006
7 XIANG Tian-bing FENG Xia-ting CHEN Bing-rui JIANG Quan (State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China);True triaxial and acoustic emission experimental study of failure process of hard rock under excavating and supporting stress paths[A];[C];2008
8 ZHOU Ji-fang~(1,2) LI Jian-lin~3 DENG Hua-feng~(1,3) WANG Rui-hong~(1,3) (1. School of Water Resources and Hydropower Wuhan Uuniversity, Wuhan430072, China; 2. Er'tan Hydropower Development Company, Ltd., Chengdu610021, China; 3. China Three Gorges University, Yichang 443002, China);Research on mechanical characteristics of unloading rock mass by numerical simulation method[A];[C];2008
9 Xu Xichang,Liu Quansheng (Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences,Wuhan 430071 China);FALIURE MODE AND STRENGTH LAW AT HIGH TEMPERATURES FOR BRITTLE ROCKS[A];[C];2000
10 Qi Qingxin;Mao Debing;Fan Shaogang;Seisuke Okubo Beijing Research,Institute of Coal Mining China Coal Research,Institute Beijing 100013 China Tokyo university Tokyo Japan;A STUDY OF ELASTO-BRITTLE-PLASTICITY FOR COAL IN UNIAXIAL TENSION TEST[A];[C];2002
Chinese Journal Full-text Database 10 Hits
1 ZHOU Xiao ping et al;Study on the Stress Intensity Factor for the Crack Tips under Unloading and Loading[J];Underground Space;2003-03
2 Wu Aiqing, Ren Fang, Guo Yu;A Study on Block Random Distribution and Anchor Design for Joint Rock Excavation[J];Journal of Yangtze River Scientific Research Institute;1991-04
3 Zhu Fusheng;Li Xirun;Wang Yongjia;Numerical Simulation Method for Rockbolting[J];;1989-01
4 TANG Chun an 1, HUANG Ming li 1, ZHANG Guo min 2, JIAO Ming ruo 2 (1. Center for Rock Fracture and Instability Research, Northern University, Shenyang 110006, China, 2. Center for Analysis and Prediction, CSB, Beijing 100036, China);Numerical simulation on propagation, interaction and coalescence of multi-cracks in rocks[J];Earthquake;2001-02
5 YANG Xin-hui~(1,2),LUAN Mao-tian~(*1,2),YANG Qing~(1,2),YE Xiang-ji~(1,2),FAN Cheng~(1,2) (1.State Key Lab.of Coastal and Offshore Eng.,Dalian Univ.of Technol.,Dalian 116024,China;2.Inst.of Geotech.Eng.,School of Civil and Hydraul.Eng.,Dalian Univ.of Technol.,Dalian 116024,China);A simplified crack tip brittle fracture model and fracture criterion for mixed mode of loading[J];Journal of Dalian University of Technology;2005-05
7 HUNAG Runqiu1,HUANG Da2(1.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,China;2 College of Civil Engineering,Chongqing University,Chongqing 400045,China);Study on Deformation Characteristics and Constitutive Model of Rock on the Condition of Unloading[J];Advances in Earth Science;2008-05
8 Sun Guangzhong (Institute of Geology, Academia Sinica, Beijing);ON THE MECHANICAL MODEL OF ROCK MASS[J];Chinese Journal of Geology;1984-04
9 YOU Ming-qing(Department of Resource and Material Engineering,Henan Polytechnic University,Jiaozuo 454159,Henan,China);STUDY OF DEFORMATION AND FAILURE OF ROCK BASED ON PROPERTIES OF COHESION AND FRICTION[J];Journal of Geomechanics;2005-03
10 ZHANG Wen-jun, TANG Guo-shui, ZHANG Hong-wei (College of Resource and Environment Engineering, Liaoning Technical University,Fuxin 123000,China);Application of numerical simulation in routine experiments for rock mechanics[J];Journal of Liaoning Technical University;2003-S1
China Proceedings of conference Full-text Database 1 Hits
1 He Manchao Qian Qihu (China University of Mining and Technology, Beijing 100083 China; PLA University of Science and Technology, Nanjing 210007 China);Summarize Of Basic Research on Rock Mechanics at Great Depth[A];[C];2006
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Zong Qi (Huainan Institute of Mining, Anhui 232001) Yang Lujun (China Univ. of Mining & Tech. (Beijing Part), Beijing 100083);Shock Energy Distribution of Column Charge in Rock[J];BLASTING;1999-02
2 CHEN Jian_ping (College of Environment and Construction Engineering, Jilin University, Changchun 130026,China);TOWARDS UNDERSTANDING OF DISSIPATIVE STRUCTURE DEFORMATION PROCESS OF ROCK AND SOIL MASS[J];Journal of Changchun University of Science and Technology;2001-03
3 Huang Mingli,Tang Chunan,Zhu Wancheng (School of Resource and Civil Engineering,Northeastern University, Shenyang 110006,China);Real Time SEM Study on Rock Failure Instability Under Uniaxial Compression[J];JOURNAL OF NORTHEASTERN UNIVERSITY;1999-04
4 Yao Xiao-xin Geng Nai-guang Chen Yong (Institute of Geophysics, State Seismological Bureau);THE EFFECT OF STRESS PATH ON BRITTLENESS AND DUCTILITY OF ROCKS[J];Chinese Journal of Geophysics;1980-03
6 Shen Wei\+\{1,2\} (1. China University of Geosciences, Beijing 100083;\ 2. Open Laboratory of Ore Deposit Geochemistry, Institute of Geochemistry, Chinese Academy of Sciences, Guiyang 550002);THE THEORY OF SELF-ORGANIZATION AND DISSIPATIVE STRUCTURES AND ITS APPLICATION IN GEOLOGY[J];Geology-geochemistry;2001-03
7 YOU Ming qing, HUA An zeng (1 Jiaozuo Institute of Technology, Jiaozuo,Henan 454159,China; 2 China University of Mining and Technology, Xuzhou,Jiangsu 221008,China);STRENGTH CRITERION AND INTERNAL FRICTION COEFFICIENT OF ROCK SPECIMEN[J];Journal of Geomechanics;2001-01
8 YOU Ming-qing (Jiaozuo Institute of Technology,Jiaozuo 454159);DESTROY CHARACTER AND COULOMB CRITERION OF ROCK SPECIMEN IN PSEUDO- TRIAXIAL COMPRESSION[J];Journal of Geomechanics;2002-02
9 YANG Sheng-qi1,ZHANG Xue-min1,SU Cheng-dong2 (1.Department of Civil Engineering, Jiaozuo Institute of Technology, Jiaozuo 454159, China; 2.Department of Resource and Material Engineering, Jiaozuo Institute of Technology, Jiaozuo 454159, China);Testing study on acoustic property of marble block[J];Journal of Liaoning Technical University;2003-06
10 Cai Xiaohu(Xiamen Blasting Engineering Co., Fujian 361012)Gao Wenle(Shandong Institute of Mining, Shandong 271019)Dai Biyong(Xiamen Blasing Engineering Co., Fujian 361012);CT OBSERVATION FOR BRITTLE-SHOCK FRACTURE SURFACE OF MARBLE[J];ENGINEERING BLASTING;1999-01
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved