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《Journal of Chongqing Jiaotong University(Natural Science)》 2011-S1
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Design Reasons about Quality Accident of Slope Engineering

LEI Yong~1,LIU Chang-lin~2 (1.Department of Martial Architecture Engineering,Logistical Engineering University of PLA,Chongqing 400041,China; 2.Chongqing Hongcheng Real Estate Development Company,Chongqing 400000,China)  
By analyzing the causes of quality accidents of slope engineering,it is discovered some main problems in design, such as problem about selection scheme of retaining structure,problem about base of design,problem about destructive model of slope and calculation method,problem about the value of theoretical destructive angle of the rock slope,problem about calculation of internal force and combination,and problem about treatment of structure and construction.At the same time,these problems in design reveal that a thorough and meticulous analysis needs to be made in design in various aspects, which can avoid some quality accidents due to the improper design.Moreover,this is also very important to reduce the geotechnical engineering disaster.
【CateGory Index】: TU712.4
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【Citations】
Chinese Journal Full-text Database 2 Hits
1 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
2 LEI Yong1,HAO JIANG-nan2,XIAO Qiang1 (1.Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China;2.Guiyang Prospecting and Design Co.,Ltd.,Guiyang 550081,China);Inquiring some problem in high slope design[J];Chinese Journal of Geotechnical Engineering;2010-S2
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 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
2 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
3 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);Optimization Study of Bolted Parameters in a Highway Rock Slope[J];Chinese Journal of Underground Space and Engineering;2007-04
4 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
5 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
6 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
7 Lei Yong~1,Xu Jian~2,Zheng Yingren~1 (1.Department of Architectural and Civil Engineering LEU,Chongqing 400041,China; 2.Quality Control Station of Jiangbei District in Chongqing,Chongqing 400000,China);Suitable Conditions Analysis of Short Anti-sliding Pile[J];Chinese Journal of Underground Space and Engineering;2010-S2
8 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
9 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
10 CAO Wei-wen,TANG Hong-mei,YE Si-qiao(Institute of Geotechnical Engineering,Chongqing Jiaotong University,Chongqing 400074,China);Numerical Simulation and Stability Evaluation of Excavation Process of High-Cutting Slope in Road Project——A Case Study of K95 Section in Wushan-Wuxi Road[J];Journal of Chongqing Jiaotong University(Natural Science);2008-05
China Proceedings of conference Full-text Database 10 Hits
1 NING Yu,XU Wei-ya,ZHENG Wen-tang (Research Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China);Application in complicated high slope with strength reduction method based on discrete element method[A];[C];2007
2 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
3 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
4 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
5 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
6 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
7 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
8 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
9 WU Ya-jun LI Wen-jun ZHANG Meng-xi (Dept of Civil Engineering,Shanghai Univ,Shanghai 200072,China);Numerical Research of Mechanism Characteristic in 3D Reinforcements in Slope Reinforcemen[A];[C];2008
10 Yu Jun~1,Liu Songyu~2 (1.College of Civil Engineering and Architecture,Zhejiang University of Technology,Hangzhou,Zhejiang 310032,China; 2.School of Transportation,Southeast University,Nanjing,Jiangsu 210096,China);Mechanism Analysis of Stability Reduction of Front Slope in Tunnel Construction[A];[C];2011
【Secondary Citations】
Chinese Journal Full-text Database 9 Hits
1 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
2 LEI Yong1,ZHENG Ying-ren1,JIANG Wen-ming2(1.Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China; 2.Chongqing Geologocal Exploration Bureau);Monitoring and Analysis of Stress on Anti-slide Short Pile[J];Chinese Journal of Underground Space and Engineering;2007-05
3 LEI Yong,LIU Wenping,ZHAO Shangyi ( Dept. of Architecture & Civil Engineering,LEU,Chongqing 400041,China);The Finite Element Confirmation about whether the Sliding Face Cross Over the Short Anti-side Pile[J];Journal of Logistical Engineering University;2006-03
4 LEI Yong~1 LIU Guozheng~2 ZHENG Yingren~1 (1.Dept.of Architecture & Civil Engineering,LEU,Chongqing 400041,China;2.PLA University of Foreign Languages,Luoyang 471003,China);Discussion on Interaction of Short Anti-sliding Pile and Soil[J];Journal of Logistical Engineering University;2006-04
5 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
6 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
7 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
8 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
9 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
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