Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Shanxi Architecture》 2005-01
Add to Favorite Get Latest Update

Effect of water on slope stability

WANG Xiong ZHANG Jian-hua (Dept.of Civil Engineering, Chongqing University, Chongqing 400044, C hina)  
This paper described the water is the main fac to r of slope stability. And discussed the effect on the rock and earth property sl ope caused by surface water and groundwater, put forward a suggestion that it’s important to setup drainage system.
【CateGory Index】: TU463
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 4 Hits
1 YE Shi-bin;Analyzing methods and processing methods of reservoir bank slope's stability[J];Shanxi Architecture;2007-16
2 JING Gai-feng;Reasons analysis and protecting measures of disease slope[J];Shanxi Architecture;2007-26
3 CHEN Lie1,WANG Dongfa1,SHI Ronggong1,WANG Dajun2(1.Weather Station of Zhejian Province,Hangzhou 310017,China;2.Climate Center of Liaoning Province,Shenyang 110016 China;);Regionalizing Forecasting Disquisition of the Landslide in Zhejiang Province[J];Bulletin of Science and Technology;2009-05
4 WANG Yun-yong,GAO Yong-tao,CUI Bo,Wu Shun-chuan (Civil & Environmental Engineering School,University of Science & Technology Beijing,Beijing 100083,China);The reinforcement and analysis of a cut slope of soft rockmass with clay based on prestressing bolts[J];China Mining Magazine;2008-03
China Proceedings of conference Full-text Database 1 Hits
1 Hu Xianming (China Gold Group Investment Co.,Ltd);Water Effect to Slope Stable and Prevention[A];[C];2009
Chinese Journal Full-text Database 1 Hits
1 YIN Xiaohong,LIU Qingyuan (Central South University of Technology,Changsha 410083,China);INFLUENCE OF GROUND WATER PRESSURE ON BANK STABILIZATION[J];HUNAN METALLURGY;2000-05
Chinese Journal Full-text Database 10 Hits
1 YANG Ze dong,LI Liang jun,LU Xian zhang,CHAO Yu zhu,CHANG Dan yan (Geological Remote Sensing Center of Anhui Province, Hefei 230001, China);REMOTE SENSING TECHNIQUE APPLIED TO THE SURVEY OF GEOLOGICAL HAZARDS ALONG THE HUIZHOU-HANGZHAOU EXPRESSWAY(ANHUI SECTION)[J];Geology of Anhui;2001-04
2 LIU Bi-sheng (Anhui College of Vocational Technology of Communications, Hefei 230051, China);REASONABLE APPLICATION OF RAW LIME POWDER AS A PART OF MIXING MATERIAL FOR BUILDING THE BASAL BED OF ROAD FOUNDATION[J];Geology of Anhui;2002-04
3 LIN Ming-an et al (Chengdu Institute of Mountain Hazards and Environment,Ministry of Water Resources of Chinese Academy of Sciences,Chengdu,Sichuan 610041);Application of Vibro-replacement Stone Column in Foundation Reinforcement Engineering in River Valley of Western Sichuan[J];Journal of Anhui Agricultural Sciences;2009-21
4 WANG Kezhong, FANG Rui, HOU Yanfeng, CAI Meifeng Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China College of Hydraulic and Civil Engineering, Shandong Agricultural University, Taian 271018, China North China Electric Power Design Institute, Beijing 100011,China The Administration and Construction Department of Han-chang Expressway, Handani 056107, China;Numerical simulation of collapsible loess foundation reinforced by dynamic consolidation technique[J];Journal of University of Science and Technology Beijing;2005-03
5 LIU Jia cai,SHI Jian yong (Research Institue of Geotechnical Engineering,Hohai University,Nanjing 210098,China);Adopting least squares method in evaluating average consolidation of soil foundation with vertical drains[J];Journal of Yangtze River Scientific Research Institute;2004-04
6 CAO Quan1,2,CHAI Shou-xi3,4,SHI Jian-yong1,2,QI Le1,2,WANG Pei3,4(1.Key Laboratory of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing210098,China;2.Geotechnical Research Institute,Hohai University,Nanjing 210098,China;3.Department of Civil Engineering,Tianjin Institute of Urban Construction,Tianjin 300384,China;4.Tianjin Key Laboratory of Soft Soil Characteristics and Engineering Environment,Tianjin 300384,China);Study on Changes in Pore-water Pressure of Clays Based on Self-boring Pressuremeter Test[J];Journal of Yangtze River Scientific Research Institute;2009-07
7 FU Xing-yong1,DU Zhan-peng2,YAO Shun-yu1,XU Bing3(1.Shanghai Qingcaosha Investment Construction & Development Co.,ltd.,Shanghai 201206,China;2.Zhejiang Provincial No.1 Water Conservancy & Electric Power Construction Group CO.,Lcd.,Hangzhou 310051,China;3.Science & Research Department of Shanghai Investigation,Design & Research Institute Shanghai,Shanghai 200434,China);Analysis on In-situ Settlement Measurement of Sluice without Piles Located on ③ Soil Stratum in Shanghai[J];Journal of Yangtze River Scientific Research Institute;2009-08
8 ZHAO Peng,TANG Hong-mei(Institute of Geotechnical Engineering,Chongqing Jiaotong University,Chongqing 400074,China);Research on the Damage Mechanism due to Freezing and Thawing Force of Control Fissure in Perilous Rock[J];Journal of Chongqing Jiaotong University(Natural Science);2008-03
9 PENG Yan xuan,XIAO Qi,ZHANG Li (Dept. of Arch.& Civil Eng.,N.E.China Inst.of Elec.Power Eng.,Jilin City 132012);Analyzing and handling Method about the Collapsible Loess Foundation[J];Journal of Northeast China Institute of Electric Power Engineering;2001-04
10 Dong Yining 1, Xu Riqing 2, Gong Xiaonan 2 (1 Qinghai University, Xi'ning 810016) (2 Department of Civil Engineering, Zhejiang University, Hangzhou 310027);EXPERIMENTAL RESEARCH ON EFFECT OF XIAOSHAN CLAY STRUCTURE ON ITS PERMEABILITY[J];Dam Observation and Geotechnical Tests;2000-06
China Proceedings of conference Full-text Database 2 Hits
1 Zou Xinjun Zhao Minghua Yang Mei (Geotechnical Engineering Institute,Hunan University,Changsha 410082,China);Calculation of the Excess Pore Water Pressure by Construction and Consolidation Degree of Composite Ground with Cfg Piles[A];[C];2008
2 Hu Xianming (China Gold Group Investment Co.,Ltd);Water Effect to Slope Stable and Prevention[A];[C];2009
Chinese Journal Full-text Database 10 Hits
1 WANG Cheng hua 1,2 ,XIA Xu yong 2 (1.Dept. of Hydraulic Engineering,School of Civil & Hydraulic Engineering,Tsinghua University,Beijing 100084,China; 2.Dept. of Civil Engineering,School of Civil Engineering,Tianjin University,Tianjin 300072,Chi;State-of-the-art:methods for searching critical slip surface in slope stability analysis[J];Building Science Research of Sichuan;2002-03
2 WANG Chenghua1,GAO Wenmei2,LI Cheng2(1.Dept.of Civil Engineering,School of Civil Engineering, Tianjin University,Tianjin 300072,China;2.Shandong Machinery Research & Design Institute,Jinan 250031,China);Particle swarm optimization technique for searching for non-circle critical slip surface in soil slopes[J];Sichuan Building Science;2007-05
3 DONG Pu1,LIU Jinlong2,LI Lianghui3(1.Civil Engineering Dept.,Huizhou University,Huizhou 516015,China;2.Department of Building Engineering,Hefei University,Hefei 230022,China;3.Shenzhen Geotechnical Investigation & Surveying Institute Co.,Ltd.,Shenzhen 518028,China);Feasibility of strength reduction FEM used in slope stability analysis[J];Sichuan Building Science;2009-02
4 HAN Guang1,LI Lian-chong2,WANG Da-guo3(1.Resource and Environment Engineering College,Liaoning Technical University,Fuxin 123000,China;2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China;3.Research Center for Numerical Test on Material Failure,Dalian University,Dalian 116622,China);RFPA simulation and analysis on rock slope subjected to coupled mechanical and seepage flow[J];Journal of University of Science and Technology Liaoning;2008-02
5 Zhou Zhongsheng et al.(27);Characteristics of Recent Geological Disasters in Chongqing and Their Countermeasures[J];UNDERGROUND SPACE;2000-01
6 ZHENG Yingren et al.[;Progress in Analysis of Slope Stability[J];Underground Space;2001-04
7 WANG Yan-li1,2,WANG Yong 3,XU Jian-cong1,2,WU Guo-jun 3(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;3.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,State Key Laboratory and Geotechnical Engineering,Wuhan 430071,China);Analysis of Underground Water Flow in Jointed Rock Slope with the Distinct Element Method[J];Chinese Journal of Underground Space and Engineering;2008-04
8 WU Yue1,LIU Dong-sheng2,YUAN Xing-ping2(1.Dept.of Architecture & Civil Engineering,Logistical Engineering University of PLA,Chongqing 400041;2.Chongqing Institute of Geology & Mineral Resources Survey,Chongqing 400039,China);Analysis on Slope Seepage Field and Stability in Drawdown of Reservoir Water Level[J];Chinese Journal of Underground Space and Engineering;2008-06
9 WU Shunchuan, ZHANG Youpa, GAO Yongtao Civil and Environment Engineering School, University of Science and Technology Beijing, Beijing 100083, China;Analysis of cutting slope reinforcement in swelling rock and soil[J];Journal of University of Science and Technology Beijing;2005-02
10 YAN Yu-guang1,LI De-chang2,GUO Hong-yu3,LI Bai-cheng2,LI Tian-hao2(1.College of Information and Technology,Changchun Normal University,Changchun 130032,China;2.College of Computer Science and Technology,Jilin University,Changchun 130012,China;3.Changchun Netcom Co.,Ltd,Changchun 130012,China);Application of the Artificial Intelligence Technology in Coronary Heart Disease Diagnosis[J];Journal of Changchun Normal University(Natural Science);2008-02
【Secondary References】
Chinese Journal Full-text Database 4 Hits
1 HAO Fei REN Guang-ming JIANG Quan-xiang;The influence of water level change to the stability of the slop of a hydropower station[J];Shanxi Architecture;2008-33
2 LIAO Yun-long PAN Jian;The application of the composite brazing structure in cutting side-slope of highways[J];Shanxi Architecture;2009-04
3 TAO Yan-liang LU Li-xiang JIANG Yan-ping;Discussion on the destruction and reinforcing technology of highway rock high slope[J];Shanxi Architecture;2009-20
4 Zhang Kechun1,Li Gang2(1.School of Safety Engineering,Heilongjiang Institute of Science and Technology,Harbin,Heilongjiang 150027,China;2.School of Safety science and Engineering,Liaoning Technical University,Fuxin,Liaoning 123000,China);Simulation Study on the Deformation Law of Soft Rock Roadway[J];Mining Research and Development;2009-03
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved