Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Chinese Journal of Underground Space and Engineering》 2014-05
Add to Favorite Get Latest Update

Study on In-situ Deformation Test of Interlayer Shear Zone Based on Divided Layer Calculation

Yan Changbin;Du Weichang;School of Civil Engineering,Zhengzhou University;Yellow River Engineering Consulting Co. ,Ltd.;  
Because of unhomogeneity of composite rock mass with interlayer shear zone,there is a synthetical modulus of composite rock mass can only be obtained by traditional pressure-bearing plate test,but the deformation parameters of interlayer shear zone cannot be obtained. The characters of interlayer shear zones at some dam sites of big hydraulic project in red clastic area of Yellow River middle reaches were introduced. A rigid pressure-bearing plate in-situ experiment with central borehole was conducted at some typical prospect adit. The relationship curves between pressure and deformation of composite rock mass,upper rock mass and lower rock mass of interlayer shear zone were directly obtained by arranging different deep hydro-anchor heads under beforehand remaining upper protecting rock. Their deformation parameters are calculated by the deduced compressive deformation formula of deep rock mass. According to divided layer calculation,the equivalent deformation parameters of interlayer shear zone are calculated by the difference between upper rock mass and lower rock mass of interlayer shear zone. Research results show that the deformation parameters of interlayer shear zone are lower than those of upper rock mass,lower rock mass and composite rock mass. Its equivalent deformation modulus is 0. 72 GPa,and its equivalent elastic modulus is1. 41 GPa.
【Fund】: 黄河勘测规划设计有限公司自主研究开发项目(2009-ky34(2))
【CateGory Index】: TV221.2
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 5 Hits
1 LI Di, WANG Chang-ming (Yangtze River Scientific Research Institute, Wuhan 430010,China);Calculation on elastic moduli of stratified layers under deformation test with rigid bearing plate[J];Journal of Yangtze River Scientific Research Institute;2003-02
2 Wang Chunshan1 Nei Dexin2 Li Shusen2 (1.Chengdu Institute of Geology and Mineral Resources,Chengdu 610081,China; 2.Chengdu University of Technology,Chengdu 610059,China);A Study of the deformation modulus of deep weak zones[J];China Civil Engineering Journal;2011-03
3 Yan Ruhua1,2,Fan Weihua3 (1Engineering Faculty,China University of Geosciences(Wuhan), Wuhan 430074 China) (2Henan Prospecting and Designing Institute of Water Conservancy, Zhengzhou 450008 China) (3Institute of Geology and Geophysics,The Chinese Academy of Sciences, Beijing 100029 China);SHEAR PROPERTIES AND STRENGTH OF WEAK INTERCALATED LAYERS IN DAM FOUNDATION OF MAJIAYAN RESERVOIR[J];Chinese Journal of Rock Mechanics and Engineering;2004-22
4 LI Di ZHANG Man WANG Zhi-wang Yangtze River Scientific Research Institute,Wuhan,430010,China;Suggested method for deformability test of layered rock masses[J];Rock and Soil Mechanics;2006-S2
5 YAN Changbin;Yellow River Engineering Consulting Co., Ltd.;;Analysis of instability mechanism of composite rock mass with interlayer shear zone by catastrophe theory[J];Journal of Central South University(Science and Technology);2013-10
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 TANG Xi-long~1,LIN Ke-bo~2,JIA Ni~2,LI Zhong~1(1.Urban planning and design institute of Zhongshan,Zhongshan 528400,China;2.Institute of Architectural Design,Zhongshan,Zhongshan 528400,China);Module-design in structure-calculate software[J];Building Science Research of Sichuan;2005-06
2 QIAN Kun1,YIN Xinsheng1,ZHU Shan2,NAI Lei2,(1.Jilin Architectural and Civil Engineering Institute,Changchur 130021,China;2.Constrution Engineer Institute,Jilin University,Changchun 130026,China);The improvement of the calculation formula of foundation settlement considering three-dimensional transform[J];Sichuan Building Science;2009-03
3 XIONG Xueyu1,2,WANG Shaohui1 ( 1. Department of Building Engineering,Tongji University,Shanghai 200092,China; 2. Key Laboratory of Advanced Civil Engineering Materials( Tongji University) ,Ministry of Education,Shanghai 200092,China);Study on cast-in-situ hollow slab in the theory method of orthotropic plate[J];Sichuan Building Science;2010-05
4 HAO Tingyue,CHEN Guiqing(Departmen of Civil Engineering,Tangshan College,Tangshan 063000,China);Vibration analysis of buried pipeline under fluid and solid coupled interaction[J];Sichuan Building Science;2011-03
5 HU Weibing,HAN Guangsen,YU Haiping(School of Civil Engineering,Xi'an University of Architecture & Technology,Xi'an 710055,China);The analysis about node stiffness of mortise and tenon in ancient building[J];Sichuan Building Science;2011-06
6 CHEN Shu1,ZHU Cheng1,PENG Hua2,HU Zhi-nong3,LI Lan1,OUYANG Jie1,LV Wen1,QIU Zhuo-wei2,HUANG Da-wei4,HOU Rong-feng4(1.School of Geographic and Oceanographic Sciences,Nanjing University,Nanjing 210093,China;2.Department of Geography,Sun Yat-sen University,Guangzhou 510275,China;3.Institute of Materials and Structures,Research Institute of Hydro-Science,Nanjing 210097,China;4.Management Committee of Mount Danxia Scenic Area,Shaoguan City,Shaoguan 512300,China);Anti-Pressure Experimental Study on Rocks in Level Cave of Jinshiyan of Danxiashan in Guangdong Province[J];Journal of Anhui Normal University(Natural Science);2010-02
7 NING Zuo?jun(School of Higher Vocational Technology,Anshan Institute of I.& S.Technology,Anshan 114002,China);Discuss and Analysis of Pile Lateral Displatement[J];JOURNAL OF ANSHAN INSTITUTE OF IRON AND STEEL TECHNOLOGY;2000-03
8 XIAO Ben-zhi, WU Xiang-chao, XIONG Shi-hu(Research Institute of Rock Foundation, Yangtze Academy,Wuhan 430010, China);Experimental Study on Parameters of Shear Strength of Structural Plane in Underground Plant[J];;2005-01
9 HE Guang-ling1,LI Qian-mei2,HONG Fang3,PENG Shuang-yan4(1.Deparrment of Building Engineering,Tongji University,Shanghai 200092,P.R.China;2.College of Architecture Engineering & Mechanics,Central South University of Forestry &Technology,Changsha 410004,P.R.China;3.Department of Civil Engineering,Fujian University of Technology,Fuzhou 350007,P.R.China;4.School of Civil Engineering,Chang'an University,Xi'an 710061,P.R.China);The Settlement of Transformation Substation with High Fill Foundation in Mountainous Area Based on Inverse Analysis Method[J];Chinese Journal of Underground Space and Engineering;2008-05
10 LIU Cheng-xue1,2,3,YANG Lin-de1,2,LI Peng1,2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,P.R China;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University, Shanghai 200092,P.R China;3.Shenzhen Metro Co Ltd,Shenzhen 518026,P.R China);Sensitivity Analysis of Rock Mechanical Parameter Based on Complex-Variable-Differentiation Method[J];Chinese Journal of Underground Space and Engineering;2009-05
China Proceedings of conference Full-text Database 10 Hits
1 WU Feng-bo~1,SHANG Yan-jun~1,LIN Da-ming~1,WAN G Xi-yu~2,ZHANG Wei~1 (1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China;2.GW DC Logging Company,Panjin 124011,China);Excavation Classification of Neogene Hard Soil-soft Rock at Anyang Section in the Middle Route of South-to-North Water Diversion Project[A];[C];2012
2 Wang Yulin (The 3rd Geological Survey Team Henan,Bureau of Geological Exploration and Mineral Development Xinyang,464000);Laboratory Test Used in the Mine Auxiliary Shaft Engineering(Hydrological) Investigation[A];[C];2009
3 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
4 GU Shi-tan~(1,2),ZHAO Tong-bin~1 (1.College of Resources and Environmental Engineering,Shandong University of Science and Technology,Qingdao 266510,China; 2.Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China);Bending resistance performance analysis of shaped steel-cement soil combination beam with SMW engineering method[A];[C];2007
5 Song Xiaolin Xie Heping Wang Qizhi (Dept of Civil Eng and Applied Mechanics,Sichuan University,Chengdu 610065,China);High Strain Rate Dynamic Split Tests of Marble[A];[C];2007
6 Yang Zhong,Zhang Bo-ming,Sun Xin-yang (Center for Composite Materials and Structures,Harbin Institute of Technology,Harbin 150001);Mechanical Analysis of Open-Hole in Inner Pressure Sandwich Composites Cylinder[A];[C];2008
7 Wen-tao CHEN,Cun-fa GAO,Quan-quan YANG College of Aerospace Engineering,Nanjing University of Aeronautics & Astronautics, 29 Yudao Street,Nanjing 210016,China;STRESS ANALYSIS OF A FUNCTIONAL GRADIENT MATERIAL PLATE WITH A CIRCULAR HOLE UNDER SYMMETRIC LOADS[A];[C];2008
8 WANG meng~(12) NING jianguo~1 FEI guanglei~1 1(State Key laboratory of Explosion Science and Technology,Beijing Institutive of Technology,Beijing 100081,China) 2(Section of Ammo Engineering and Blasting Technology,Anhui University of Science and Technology, Anhui Huainan 232001,China);Parallel simulation Analysis of Double cartridges blasting cave expanding[A];[C];2010
9 Wang Tongtao 1),Yan Xiangzhen 1),Yang Xiujuan 1),Yang Henglin 2) 1).College of Storage&Transportation and Architectural Engineering,China University of Petroleum,Dongying 257061,China;2).CNPC Drilling Research Institute,Beijing,100097,China;Creep experiment of bedded salt rock and force analysis of casing string used in salt cavern gas storage[A];[C];2010
10 LI Zhiguo1, ZHOU Mingfa2, WANG Hai2, WANG Shuxiong2, LI Ming1 (1. Scientific Research Institute under China Railway Tunnel Group, Luoyang 471009, Henan; 2. The 3rd Engineering Co., Ltd. of China Railway Tunnel Group);Grouting Technology for Shield Launching Section of a Utility Tunnel Crossing Haihe River[A];[C];2009
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Li Di, Wang Changming;Calculations on Elastic module of Each Rock Formation under In-situ Plate Bearing Tests[J];Journal of Yangtze River Scientific Research Institute;1991-02
2 LI Di, WANG Chang-ming (Yangtze River Scientific Research Institute, Wuhan 430010,China);Calculation on elastic moduli of stratified layers under deformation test with rigid bearing plate[J];Journal of Yangtze River Scientific Research Institute;2003-02
3 ZHANG Man,WANG Zhiwang,LI Di(Yangtze River Scientific Research Institute,Wuhan 430010,China);Calculation of elastic moduli of divided layer from rock deformation test and its application to geotechnical engineering[J];Journal of Yangtze River Scientific Research Institute;2003-06
4 Zhang Xiangong, (China University of Geosciences, Beijing)Nie Dexing(Chengdu College of Geology, Chengdu)Han Wenfeng(Lanzhou University, Lanzhou);THE EFFECT OF CONFINING PRESSURE AND THE POSSIBILITY OF ARGILLIZATION OF WEAK INTERCALATIONS[J];Geological Review;1990-02
5 NIE De xin FU Wen xi REN Guang ming (Chengdu University of Technology, Chengdu 610059) ZHANG Xian gong (China University of Geoscience, Beijing 100083);ANALYSIS OF ENGINEERING PROERTIES OF WEAK LAYERZONE UNDER NATURAL CONFINING PRESSURE AND THE EXISTING PROBLEMS IN PRESENT STUDIES[J];JOURNAL OF ENGINEERING GEOLOGY;1999-04
6 Xu Weiya(Gezhouba Institute of Hydroelectric Engineering,Yichang 443002)Wang Sijing(Institute of Geology,Academia Sinica,Beijing 100029);SOME PROBLEMS ON FAST PRE-CONSTRUCTION GEOLOGICAL FORECASTING OF SHIPLOCK HIGH SLOPE ROCK MASS IN THREE GORGES PROJECT[J];JOURNAL OF ENGINEERING GEOLOGY;1994-03
7 Ren Guangming Nie Dexin (Chengdu University of Technology, Chengdu 610069) Mi Decai (Hydroelectric Design Inst. of Guanxi, Nanning 530023);A SIMULATION STUDY OF PHYSICAL MECHANICAL PROPERTIES OF INTERCALATED GOUGE IN LAYERED WEAK ZONES[J];JOURNAL OF ENGINEERING GEOLOGY;1999-01
8 Qi Huan Assoc. Prof.; Dept. of Math., HUST, Wuhan 430074, China. Fei Qi Li Di;Numerical Calculation of a Displacement Inverse Analysis for the Straticulate Bedding[J];JOURNAL OF HUAZHONG UNIVERSITY OF SCIENCE AND TECHNOLOGY;1997-01
9 Wang Linsheng(Eait China Technical University of Water Resources);THE INITIAL PARAMETER METHOD FOR SOLVING THREE-DIMENSIONAL AXISYMMETRICAL PROBLEMS OF LAYERED FOUNDATIONS[J];Acta Mechanica Sinica;1986-06
10 Cai Xiaofeng\ Liu Huan\ Xu Wensheng (Huazhong UNiversity of Sceince and Technology,Wuhan 430074);Q Algorithms Used to Numerical Calculation of Displacement Anti-analysis[J];Soie Engineering and Foundation;2002-03
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved