Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Engineering Geology》 2007-05
Add to Favorite Get Latest Update

ANALYSIS OF LOESS SLOPE STABILITY DUE TO GROUNDWATER RISE

JIN Yanli DAI Fuchu (Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029)  
Based on the saturated-unsaturated seepage theory and an extended Mohr-Coulomb failure criterion, combined with the results of saturated and unsaturated triaxial tests, a typical loess slope in the southern tableland of Jingyang County has been adopted for this parametric study. Transient seepage due to water level rise is computed using the finite element method. The computed transient pore water pressures are then used for subsequent limit equilibrium analyses of the slope. The results demonstrate that both transient pore water pressure distribution and slope stability are affected by groundwater level rise. The method involving unsaturated seepage and suction strength is more coincident with the factual data.
【CateGory Index】: TU413.621
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 8 Hits
1 SUN Yongfu~(①②) DONG Lifeng~② PU Gaojun~③ SONG Yupeng~②(①College of Marine Geo-Science,Ocean University of China,Qingdao 266003)(②First Institute of Oceanography,SOA.,Qingdao 266061)(③Shengli Oilfield Engineering Design and Consulting Co.Ltd,SINOPEC,Dongying 257026);STABILITY ANALYSIS OF SLOPES IN THE SUBAQUEOUS DELTA OF THE YELLOW RIVER UNDER STORM WAVE LOADING[J];Journal of Engineering Geology;2006-05
2 Lei Xiangyi(Loess Research Section,Department of Geology,Northwest University);THE HAZARDS OF LOESS LANDSLIDES IN THE SOUTHERN TABLELAND OF JINGYANG COUNTY,SHAANXI AND THEIR RELATIONSHIP WITH THE CHANNEL WATER INTO FIELDS[J];JOURNAL OF ENGINEERING GEOLOGY;1995-01
3 Zhu Wenbin1,Liu Baochen2 (1Xiamen Highway Bureau, Xiamen 361009 China) (2Central South University, Changsha 410075 China);FORMING AND DEVELOPMENT PROCESS OF SOIL LANDSLIDE DURING RAINFALL[J];Chinese Journal of Rock Mechanics and Engineering;2002-04
4 Yao Hailin1,2, Zheng Shaohe1, Li Wenbin3, Chen Shouyi2 (1 Shool of Civil Engineering and Mechanics,Shanghai Jiaotong University, Shanghai 200030 China) (2 Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences, Wuhan 430071 China) (3 Yid;PARAMETRIC STUDY ON THE EFFECT OF RAIN INFILTRATION ON STABILITY OF UNSATURATED EXPANSIVE SOIL SLOPE[J];Chinese Journal of Rock Mechanics and Engineering;2002-07
5 Zhu Wei Yamamura Kazuya (NIHON University, Chiba, 275-0006 Japan);Stability of river embankment under the seepage of rain or flood[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1999-04
6 CHEN Shan-xiong,CHEN Shou-yi (LRSM Laboratory,Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences,Wuhan430071,China);Analysis of stability of unsaturated soil slope due to permeation of rainwater[J];Rock and Soil Mechanics;2001-04
7 Ng Wang wai Charles *, Chen Shou yi + and Pang Yue wai * * Department of Civil Engineering, the Hong Kong University of Science & Technology, Hong Kong + Institute of Rock and Soil Mechanics, the Chinese Academy of Science, Wuhan 430071;Parametric Study of Effects of Rain Infiltration on Unsaturated Slopes[J];ROCK AND SOIL MECHANICS;1999-01
8 Fan Limin1, Yue Ming2, Ran Guangqing2(1.Shaanxi Bureau of Coal Geology, Xian, Shaanxi 710054; 2.No. 131 Team, SBCG, Hancheng, Shaanxi 715400);Development Pattern of Slumping Bank Type Landslides at the South Bank of Jinghe, Shaanxi Province[J];Coal Geology of China;2004-05
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LIU Yang 1 , WANG Guo-qiang 2 , ZHOU Jian 1 (1.Dept. of Geotechnical Engineering Tongji University, Shanghai 200092; 2. Hefei University of Technology, Hefei 230009);Stability Analysis of Expansive Soil Slope of Excavation Considering Rainfall Infiltration[J];;2005-02
2 ZHU Li-juan,WANG Tie-hang,HU Yi(School of Civil Eng,Xi'an Univ.of Arch.& Tech.,Xi'an 710055,China);Influence of Rainfall on Moisture Content in Unsaturated Loess Slope[J];Chinese Journal of Underground Space and Engineering;2009-01
3 TAN Zhuoying, CAI Meifeng Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083;Sensitivity of landslide stability in a shallow clay slope with multi-sloping angles[J];Journal of University of Science and Technology Beijing;2005-03
4 CHEN Li-hua1;LIU Xiu-ping1;SONG Wei-feng2;GAO Zhen-lin3;ZHANG Chao-bo1.1 Key Laboratory of Soil and Water Conservation & Desertification Combating of Ministry of Education,School of Soil and Water Conservation,Beijing Forestry University,100083,P.R.China;2 Department of Environmental Science and Engineering,Southwest Forestry College,Kunming,650224,P.R.China;3 College of Architectural Engineering,North China University of Technology,Beijing,100041,P.R.China.;Analysis on stability of Robinia pseudoacacia forest slopes during rainfall[J];Journal of Beijing Forestry University;2008-S2
5 ZHANG Chao-bo1;CHEN Li-hua1;JI Xiao-dong1;ZHOU Shuo1;GAN Jing2;WANG Xiao-ping2;LI Jin-hai2.1 Key Laboratory of Soil and Water Conservation & Desertification Combating of Ministry of Education,Beijing Forestry University,100083,P.R.China;2 Beijing Municipal Bureau of Landscape and Forestry,100029,P.R.China;Model of assessing shallow planar landslide of forested soil side slope[J];Journal of Beijing Forestry University;2009-05
6 ZHANG Yan-jun College of Construction Engineering, Jilin University,Changchun130026,China;The Study of the Analysis Method of Seepage Coupled Deformation in Slope and Its Application[J];Journal of Jilin University(Earth Science Edition);2006-01
7 ZHANG Pei?wen1,LIU De?fu2,SONG Yu?pu1 (1. Dalian University of Technology,Dalian116023,China; 2. China Three Gorges University,Yichang443002, China);Mathematical model of shallow water flow through porous media[J];Journal of Yangtze River Scientific Research Institute;2003-03
8 SUN Qiang1,ZHAO Jun-ping2,WANG Yuan-yuan1,HU Xiu-hong1(1.Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China;);Calculation of Slope Stability Based on Friction Motion[J];Journal of Yangtze River Scientific Research Institute;2008-05
9 LI Liang,LIU Xing-wang,ZHAO Lian-heng,YANG Xiao-li(School of Civil and Architectural Engineering,Central South University,Changsha 410075,China);Factors analysis of subgrade stability due to rainfall infiltration[J];Journal of Railway Science and Engineering;2007-02
10 XU Ling1,DAI Fuchu1,MIN Hong2(1.Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing100029,China;2.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan430071,China);Research Progress and Some Thoughts on Loess Landslides[J];Advances in Earth Science;2008-03
China Proceedings of conference Full-text Database 10 Hits
1 Wang Ruigang, Yan Shuwang, Deng Weidong ( School of Civil Engineering, Tianjin University, Tianjin, 300072: Chongqing Communication Science Institute, Chongqing, 630009);Seepage stability of high -filled embankments due to rainfall infiltration[A];[C];2003
2 Wu Haizhen, GuChongshi, Zhang Wenjie, Fu Qionghua (College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing, 210098, China; Jiangxi Water Conservancy Scientific Research Institute, Nanchang 330029, China);Rock Slope Stability During Rainfall Process Under Saturated and Unsaturated Seepage[A];[C];2006
3 Zhu Jian tao ,Wang Yuan (Geotechnical Research Institute of Hohai University, Jiansu Nanjing, 210098);The Analysis of Slope Seepage and Stability under Rainfall in Different Climate Zone[A];[C];2006
4 LOU Yi-qing (1.College of Conservancy & Hydropower Engineering,Hohai University,Nanjing 210098,China; 2.National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety,Nanjing 210098,China);Finite element analysis of slope seepage and stability due to rainfall infiltration[A];[C];2007
5 LIU Qun-yi~1 ZHU Zi-qiang~1 HE Xian-qi~1 LU Guang-yin~1 TANG Jun-feng~(2,3) (1. School of Info-physics and Geomatics Engineering, Central South University, Changsha 410083, China; 2. School of Resources & Safety Engineering, Central South University, Changsha, 410083, China; 3. Central South Design and Research Institute, CHECC Changsha 410014, China);Unsaturated seepage analysis of the influence of water level fluctuation on pore water pressure of landslide in reservoir area[A];[C];2008
6 Li Weiguang;Li Maozhu;Zhang Zhanhai College of Civil Engineering Southwest Jiaotong University,Chengdu 610041 China Sichuan Coalfield Geology Bureau,Chengdu 610072 China Sichuan Normal University,Chengdu 610072 China;ANALYSIS ON THE INFLUENCE OF SLOPE STABILITY OF WATER[A];[C];2004
7 Zhang Yulong;Dong Zerong Kunming Design & Research Institute,Kunming,650051,China;XIAO TUAN SHAN B CAMP SITE IN XIAOWAN POWER STATION MONITORING RESULT ANALYSIS[A];[C];2004
8 Liu Jun-xin~①LIU Yu-tian~①(①School of Civil Engineering and architecture Southwest Universit OF Science And;A preliminary study of rainfall infiltration on slope using a unsaturated coupled surface and subsurface flow model in FLAC[A];[C];2008
9 Xiao-dong Chen, Hong-xian Guo & Er-xiang Song Department of Civil Engineering, Tsinghua University, Beijing, China;Analysis method for slope stability under rainfall action[A];[C];2008
10 LIU Jian-Hua Zha Xu-Dong QIN Zhi-bin (College of Transportation,Changsha University of Science and Technology,Changsha 410076);Research of Rock Slope Stability Analysis Considering Rainfall Infiltration[A];[C];2008
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Lei Xiangyi(Loess Research Section, Department of Geology, Northwest University, Xi'an);THE RELATIONS BETWEEN MICROFABRICS OF LOESS AND PALEOCLIMATE IN CHINA[J];Geological Review;1989-04
2 Gu Xiaoyun (Institute of Mechanics, Academia sinica, Beijing 100080);CASE STUDY OF CLAYEY SEABOTTOM STABILITY[J];JOURNAL OF ENGINEERING GEOLOGY;1996-01
3 Lin Zhenhong Yang Zuosheng (College of Marine Geoscicnce,Qingdao Ocean University,Qingdao,266003,China) Bornhold,B. D (Pacific Geoscience Center,Sidney, B.C. Canada);INSTABILITY OF THE SUBAQUEOUS DELTA SLOPE OF THE MODERN YELLOW RIVER[J];Marine Geology & Quaternary Geology;1995-03
4 LIU Yong 1,2,3 , LI Guang xue 2,3 , DENG Sheng gui 2, ZHAO Dong bo 2, WEN Guo yi 2 ( 1College of Earth Sciences, Jilin University, Changchun 130026, China; 2College of Geo marine Sciences, Ocean University of Qingdao, Qin;EVOLUTION OF EROSION AND ACCUMULATION IN THE ABANDONED SUBAQUEOUS DELTA LOBE OF THE YELLOW RIVER[J];Marine Geology & Quaternary Geology;2002-03
5 XU Guo-hui, JIA Yong-gang, ZHENG Jian-guo, LIU Yuan-yuan (Environmental Science and Engineering College, Ocean University of China, Qingdao 266003,China);FLUME TEST FORMED BY COLLAPSE IN THE YELLOW RIVER SUBAQUEOUS DELTA[J];Marine Geology & Quaternary Geology;2004-03
6 Yang Zuosheng; Chen Weimin; Chen Zhangrong;Wu Guanghua; Cao Lihua; Shen Weiquan(Institute of Estuarine & Coastal Studies, Ocean University of Qingdao, Qingdao 266003);SUBAQUEOUS LANDSLIDE SYSTEM IN THE HUANGHE RIVER (YELLOW RIVER) DELTA[J];Oceanologia Et Limnologia Sinica;1994-06
7 Chang Ruifang Chen Zhangrong Chen Weimin Ou Suying Jiang Donghui Cao Zhenyi (Institute of Estuarine and Coastal Studies, Ocean University of Qingdao, Qingdao,266003);The Recent Evolution and Controling Factors of Unstable Seabed Topography of the Old Yellow River Subaqueus Delta[J];JOURNAL OF OCEAN UNIVERSITY OF QINGDAO;2000-01
8 Xu Guohui Shan Hongxian Jia Yonggang (College of Environmental Sciences & Engineering, Ocean University of China, Qingdao 266003, China);Experimental Research on the Variation of Pore-Pressure Under Cyclic Loading in the Subaqueous Yellow River Delta[J];Journal of Ocean University of Qingdao;2003-01
9 ZHAO Dong-bo1, LI Guang-xue 1,2, WEI He-long3, SUN Ying-tao1(1. Shandong Key Lab of Sea Floor Resourses and Exploring Technology, Ocean University of China, Qingdao 266003, China; 2. Qingdao Institute of Marine Geology , Qingdao 266071, China );Wave Transformation in the Yellow River Delta During Storms[J];Journal of Ocean University of Qingdao;2005-01
10 Zhou Cuiying (Department of Earth sciences, Zhongshan University, Guangzhou 510275 China);COMPLEXITY FEATURES OF SLOPE ROCK MASS AND SOME NEW THOUGHT ABOUT LANDSLIDE PROGNOSIS[J];CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING;2000-01
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved