Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Chinese Journal of Underground Space and Engineering》 2007-04
Add to Favorite Get Latest Update

Optimization Study of Bolted Parameters in a Highway Rock Slope

DAI Yong-hao1,CHEN Wei-zhong1,ZHU Wei-shen1,2(1.Key Laboratory of Rock and Soil Mechanics,The Chinese Academy of Science,Wuhan 430071,China;2.Research Center for Geotechnical and Structural Engineering,Shandong University,Jinan 250061,China)  
Based on the characteristic of a rock slope,a typical section-K123+910 is selected,12 schemes' computing considering 3 different support types and 4 different rock properties is conducted by using the classical limit-equilibrium method,the cohesive stress(C) parameter's sensitivity and bolting effect are also studied;furthermore,using the strength reduction method,the nature slope,non supported slope and supported slope's stress field,displacement field,axial force of bolts(and cables),and factor of safety are computed.From the result of computation,the C parameter's sensitivity is correctly evaluated,the slope's stress field,displacement,axial force of bolts(or cables) and the slope's factor of safety are gained.
【Fund】: 国家自然科学基金;; 雅砻江水电开发联合研究基金资助(NO.50579087)
【CateGory Index】: U417.1
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 4 Hits
1 MIAO Ronghui et al.;Three Dimensional Elasto-plasticity FEA for the Slope at Entrance of a Tunnel[J];Underground Space;2001-S1
2 ZHAO Shang yi et al;Numerical Simulation Analysis for the Influence of Construction Process of Deep Cut Slop on Its Stability[J];Underground Space;2003-04
3 YAO Huan,ZHENG Zhen,SHEN Hua(College of Architecture and Civil Engineering Fuzhou University,Fujian Fuzhou 350002,China);Engineering Geological Analysis on the Stability of Highway Lithological Slope[J];Journal of Highway and Transportation Research and Development;2005-S1
4 Zhao Shangyi1, Zheng Yingren1, Deng Weidong2 (1Department of Civil Engineering,Logistical Engineering University, Chongqing 400041 China) (2Chongqing Research Institute of Highway Science,The Ministry of Communications, Chongqing 400067 China);STABILITY ANALYSIS ON JOINTED ROCK SLOPE BY STRENGTH REDUCTION FEM[J];Chinese Journal of Rock Mechanics and Engineering;2003-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 YANG Tao,ZHOU Depei,LUO Yangming(Geotechnical Eng.Dep.of Southwest Jiaotong University,Chengdu 610031,China);Displacement criterion of determination of slope slip surface by FLAC~(3D)[J];Sichuan Building Science;2006-05
2 XU Songlin et al. [;Analyses on Strength of Marble under Uniaxial Compression and the Influences of Strain Rates[J];Underground Space;2001-04
3 ZHAO Shang yi et al;Numerical Simulation Analysis for the Influence of Construction Process of Deep Cut Slop on Its Stability[J];Underground Space;2003-04
4 LEI Yong,ZHENG Ying-ren(Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China);ANSYS Analysis on Horizontal Deformation of Short Anti-sliding Pile in Soil Landslide[J];Chinese Journal of Underground Space and Engineering;2006-05
5 DONG Yong~(1,2) ZHANG Zi-xin~(1,2) (1.Key Laboratory of Geotechnical and Underground Engineering,Ministry of Education,Shanghai 200092,China; 2.Department of Geotechnical Engineering,School of Civil Engineering,Tongji University,Shanghai 200092,China);Application of Strength Reduction FEM in the Stability Analysis of Highway Tunnel Slope[J];Chinese Journal of Underground Space and Engineering;2007-S1
6 YANG Zhen1,ZHENG Ying-ren2,ZHANG Hong1,WANG Qian-yuan1,SONG Ya-kun2(1.College of Scinece,Qingdao Technological University,Qingdao 266033,P.R.China;2.Department of Civil Engineering,Logistical Engineering University,Chongqing 400041,P.R.China);Analysis on Stability for the Surrounding Rock of Tunnel and Exploring the Strength Parameters[J];Chinese Journal of Underground Space and Engineering;2009-02
7 LEI Yong1,ZHENG Ying-ren1,CHEN Ke-qin2 (1.Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China; 2.Chongqing Building Administrative Bureau of Dadukou District,Chongqing 400084,China);Inquiring the Concept and Loading Influence of Short Anti-sliding Pile[J];Chinese Journal of Underground Space and Engineering;2009-03
8 XU Jian-cong~1,SHANG Yue-quan~21.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310027,China;Stability analysis of an ancient debris landslide by elastic-plastic contact FEM[J];Journal of Chengdu University of Technology(Science & Technology Edition);2008-01
9 WEI Li-de~1,GAO Chang-sheng~2,YANG Chun-he~1 (1.Institute of Rock and Soil Mechannics,the Chinese Academy of Science,Wuhan, 430071,China;2.Institute of Soil Engineering,the Academy of Science of Irrigation Works in Nanjing,Nanjing 210024,China);3D FEM of Strength Reduction Method Considering Coupling Among Seepage and Expanse and Stress[J];Journal of Yangtze River Scientific Research Institute;2006-01
10 ZHOU Xian-qi1,2 XU Wei-ya1,NIU Xin-qiang2,ZHENG Wen-tang1(1.Hohai University,Nanjing 210098,China;2.Changjing Institute of Survey,Planning,Design and Research,Changjiang Water Resources Commission,Wuhan 430010,China);Application of DDA Based on Strength Reduction in Rock Slope Stable Analysis[J];Journal of Yangtze River Scientific Research Institute;2008-05
China Proceedings of conference Full-text Database 8 Hits
1 TANG Lie-xian~1 TANG Chun-an~(1,2) LI Lian-chong~1 XING Ju LIANG Zheng-zhao 1.School of Resource and Civil Engineering,Northeastern University,Shenyang 110004,China; 2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China;Numerical test research of failure process on rock slope with jointed rock mass[A];[C];2007
2 DAI Miao-lin LI Tong-chun (College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210024,China);Seismic stability safety evaluation for rock slopes[A];[C];2007
3 LI Yuan-yao YIN Kun-long DAI Yun-xia (Engineering Faculty, China University of Geosciences, Wuhan 430074, China);Stability analysis of rock slope by strength reduction method based on generalized Hoek-Brown failure criterion[A];[C];2008
4 LIU Ming-wei~1 HUANG Shi-wu~2 YIN Jian~1 (1. Chongqing Jiaotong University, Chongqing 400074, China; 2. Guangxi Communications Infrastructure Construction Administration Bureau, Nanning 530021, China);Limit analysis of subgrade filling failure on expansive clay slope foundation with finite element method[A];[C];2008
5 Ma Tianhui Tang Chun'an Li Shucai Wang Hanpeng Liang Zhengzhao ( School of Resources & Civil Engineering, Northeastern University, Shenyang 110004;Research Center for Numerical Test on Material Failure, Dalian University, Dalian, 116622;Center for Rock Instability and Seismicity Research, Dalian University of Technology, Dalian, 116024; Geotechnical & Structural Engineering Research Centre, Shandong University, Ji'nan 250061);STUDY ON STABILITY ANALYSIS OF TUNNEL WITH STRENGTH REDUCTION METHOD[A];[C];2006
6 Li Ning He min Zhang peng Yu chong (Institute of geotechnical engineering, Xi'an University of Technology, Xi'an 710048 China; State Key Lab. of Frozen Soil Eng., Cold and Arid Region Environmental and Engineering Research Institute, CAS, LAN Zhou 730000, China);3-D FINITE ELEMENT ANALYSIS OF THE STABILITY OF THE SLOPE ON THE LEFT STREAM IN JINGPING HYDROPOWER PROJECT[A];[C];2006
7 Q.W. Duan & Y.J. Wang China Institute of Water Resources and Hydropower Research, Beijing, China P.W. Zhang Central Research Institute of Building & Construction, Beijing, China;Study on deformation parameter reduction technique for the strength reduction finite element method[A];[C];2008
8 Wang Sijing;Common Value[A];[C];2003
【Secondary Citations】
Chinese Journal Full-text Database 8 Hits
1 ZHENG Yingren et al.[;Progress in Analysis of Slope Stability[J];Underground Space;2001-04
2 Luo Guoyu and Yan Changhong(Department of Earth Sciences, Nanjing University, Jiangsu);THE SYSTEM ANALYSIS AND RELIABILITY EVALUATION OF ROCK SLOPES[J];Acta Geologica Sinica;1994-02
3 ZHANG Lu yu 1, ZHENG Ying ren 1, ZHAO Shang yi 1, SHI Wei ming 1 (1 Logistical Engineering University, Chongqing 400041,China);The feasibility study of strength-reduction method with FEM for calculating safety factors of soil slope stability[J];Journal of Hydraulic Engineering;2003-01
4 Zhu Dayong 1 Qian Qihu 1 Zhou Zaosheng 1 Zheng Huntai 2 ( 1 Nanjing Engineering Institute, Nanjing 210007 China) ( 2 Southwest Jiaotong University, Chendu 610031 China);TECHNIQUE FOR COMPUTING CRITICAL SLIP FIELD OF ROCK SLORE AND ITS APPLICATION TO DESIGN OPEN PIT SLOPE[J];CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING;1999-05
5 Zhao Shangyi1, Zheng Yingren1, Deng Weidong2 (1Department of Civil Engineering,Logistical Engineering University, Chongqing 400041 China) (2Chongqing Research Institute of Highway Science,The Ministry of Communications, Chongqing 400067 China);STABILITY ANALYSIS ON JOINTED ROCK SLOPE BY STRENGTH REDUCTION FEM[J];Chinese Journal of Rock Mechanics and Engineering;2003-02
6 Wang Zaiquan(China University of Mining & Technology, Xuzhou 221008);PREDICTION OF DYNAMIC STABILITY AND ITS APPLICATION IN A SLOPE PROJECT[J];CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING;1998-02
7 Xu Dongjun1Chen Congxin1Liu Xiaowei1Shi Yongsheng2 (1 Institute of Rock and Soil Mechanics, The Chinese Academy of Sciences,Wuhan430071China) (2 Guangdong Research Institute of Water Conservancy and Hydroelectricity,Guangzhou510610China);ON THE PREDICTION OF LANDSLIDE OF ROCK SLOPES[J];CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING;1999-04
8 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
China Proceedings of conference Full-text Database 1 Hits
1 Zhu Weishen;Li Shucai Shandong University Jinan 250061 China Institute of Rock and Soil Mechanics,Academy of Sciences of China Wuhan 430071 China;PRINCIPLES OF TIME-SPACE EFFECT AND VARYING LOAD ANALYSIS AND ITS APPLICATION THE FURTHER DEVELOPMENT OF CONSTRUCTION PROCESS MECHANICS[A];[C];2002
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved