Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Chinese Journal of Geotechnical Engineering》 2013-S2
Add to Favorite Get Latest Update

Slope reliability in anisotropic random fields

XUE Ya-dong;FANG Chao;GE Jia-cheng;Department of Geotechnical Engineering,Tongii University;Key Laboratory of Geotechnical and Underground Engineering of Education Ministry,Tongji University;  
It has been recognized that the spatial variability of soil properties exhibit obvious anisotropy. Generally, the mechanical parameters of soils vary more rapidly in vertical direction than in horizontal one. In order to reflect this point of characterization and to study the effect of anisotropic variability on slope stability, it is more rational to simulate soil properties in anisotropic random fields than in isotropic ones. Applying the local average theory can realize the discretization of 2D anisotropic random fields efficiently, and using the shear strength reduction method can obtain the safety factor of slopes without giving a predefined sliding surface. Combining these two methods with Monte-Carlo simulation can easily get slope reliability. So a Monte-Carlo stochastic finite difference method is formed based on the idea, and it is adopted to investigate the effects of anisotropic spatial variability of soil properties on the slope reliability. The numerical results show that the anisotropy of random field has a significant impact on the slope reliability, and ignoring the feature will result in varying deviation. In addition, the vertical variation of soil properties has a more significant influence on the slope stability.
【Fund】: 国家自然科学基金项目(40772179 41072206)
【CateGory Index】: TU43
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 PANG Xiao?cao 1,ZHOU Xiao?wen 2,WEN Qing?bo 1,JIE Yu?xin 1 (1. Dept. of Hydraulic Engineering, Tsinghua University, Beijing 100084, China)(2. Yangtze River Scientific Research Institute, Wuhan 430010, China);Random fields simulation and its application in calculation of reliability of embankment[J];Journal of Yangtze River Scientific Research Institute;2002-04
2 Qin Quan(Tsinghua University);PROGRESS IN STOCHASTIC FINITE ELEMENT METHODS,PART I. DISCRETIZATION OF RANDOM FIELDS AND MOMENTS OF STRUCTURAL RESPONSES[J];ENGINEERING MECHANICS;1994-04
3 PANG Xiaochao1, ZHOU Xiaowen2, WEN Qingbo1, JIE Yuxin1(1. Department of Hydraulic and Hydropower Engineering, Tsinghua University, Beijing 100084, China;2. Department of Soil Engineering, Yangtze River Scientific Research Institute, Wuhan 430010, China);Simulation of random vector fields in geotechnical engineering[J];Journal of Tsinghua University(Science and Technology);2003-05
4 Zheng Yingren,Zhao Shangyi(Department of Civil Engineering,Logistical Engineering University,Chongqing 400041 China);APPLICATION OF STRENGTH REDUCTION FEM IN SOIL AND ROCK SLOPE[J];Chinese Journal of Rock Mechanics and Engineering;2004-19
5 Zhang Zheng (Geotech Eng Inst , Beijing Graduate School, China University of Mining and Technology) Liu Shu chun (Dep of Hydrogeology & Eng Geology, Hebei Mining and Civil Engineering Institute) Ju Shuo hu;The Optimum Estimation Model and the Principle of Spatial Variability Analysis of Rock and Soil Parameters[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1996-04
6 CHENG Qiang 1, LUO Shu xue 2, GAO Xin qiang 3(1. Highway Design and Research Institute, Communication Department of Sichuan Province, Chengdu 6100411, China) (2. Southwest Jiaotong University, Chengdu 610031, China; 3. Shijiazhuang Railway Instit;Analysis and discuss of calculation of scale of fluctuation using correlation function method[J];ROCK AND SOIL MECHANICS;2000-03
7 LI Xiao-yong, XIE Kang-he (Department of Civil Engineering of Zhejiang University,Hangzhou 310027,China);Numerical studies and statistic analyses on correlation distances of soil character parameters[J];Rock and Soil Mechanics;2000-04
8 WU Zhen-jun, WANG Shui-lin, GE Xiu-run (State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China);Slope reliability analysis by random FEM under constraint random field[J];Rock and Soil Mechanics;2009-10
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LI Yong-jian,WANG Yue-xiang,QIAN Ping-yi (Wuhan University,School of Civil and Structural Engineering,Wuhan 430072,China);Research on discretion of the random field of soil mechanical parameters[J];Building Science Research of Sichuan;2002-02
2 XIONG Jing,ZHANG Jianhai(School of Hydaulic Eng.,Sichuan Univ.,Chengdu 610065,China);Investigation on stability against deep level sliding of Xiangjiaba hydrostation gravity dam[J];Sichuan Building Science;2009-04
3 HU Jianping1,LIU Yalian1,ZHOU Cuiying2(1.Guangdong Technical College of Waster Resources and Electric Engineering,Guangzhou 510635,China; 2.School of Engineering Research Center for Geotechnical Engineering & Information Technology,Sun Yat-sen University,Guangzhou 510275,China);The cusp catastrophe model of the instability of earth-rock dam and critical conditions[J];Sichuan Building Science;2011-05
4 ;Subgrade Finite Element Analysis of Slope Stability[J];Anhui Architecture;2011-01
5 ;Study on the Self-Correlation of Soil in Nanjing Hexi Area[J];Anhui Architecture;2011-06
6 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
7 XU Jun et al.;Reliability Response Surface FEM and Its Application in Engineering[J];Underground Space;2001-S1
8 LI Jian~1,DENG Jin-yu~1,YUAN Zhen~2,HUANG Xiao-yan~2,LI Yong-bin~2,WANG Yu-biao~2(1.Hunan Province Freeway Management Office,Changsha 410001 P.R.China;2.Changsha University of Science and Technology,Changsha 410076 P.R.China);Back Analysis from Instability and Strength Degradation in Roadbed and Cutting of Underground Karst Cavity[J];Chinese Journal of Underground Space and Engineering;2005-06
9 ZHAO Chao-yang~1,WU Ping~1,ZHANG De-liang~1,CHEN Xing-tao~2(1.Hunan Province Freeway Management Office,Changsha 410001 P.R.China;2.Changsha University of Science and Technology,Changsha 410076 P.R.China);Application and Problem of FEM Back Analysis from Displacement and Instability in Cutting Slope[J];;2005-S1
10 XIE Li-xin~1,LI Jian~1,DENG Jin-yu~1,YUAN Zhen~2(1.Hunan Province Freeway Manage Office,Changsha 410001 P.R.China;2.Changsha University of Science and Technology,Changsha 410076 P.R.China);Discussion of FEM Back Analysis from Instability and Strength Degradation in Subgrade Engineering[J];;2005-S1
China Proceedings of conference Full-text Database 10 Hits
1 XUE Lei~1,SUN Qiang~(1,2),QIN Si-qing~1,LIU Han-dong~3,HUANG Xin~1 (1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,The Chinese Academy of Sciences,Beijing 100029,China;2.School of Resources and Earth Science,China University of Mining and Technology,Xuzhou,221116,China;3.North China University of Water Resources and Electric Power,Zhengzhou 450011,China);Scope of strength reduction for inhomogeneous slopes[A];[C];2012
2 XIA Jun-min,WANG Yuan,KONG Liang(Research Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,Jiangsu,China);Application of Universal Kringing in the discretion of permeability coefficient random field and some existing problems[A];[C];2007
3 XU Ming-yi,ZHEN Hui-feng,WU Yu-sheng,CHEN Shen-hong (State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University,Wuhan 430072,China);Deep base anti-slide stability analysis of power house section of Wujiang Shatuo Hydropower Station[A];[C];2007
4 PAN Jian,ZHU Jiao-li,CHEN Hong-bing (College of Architecture and Civil Engineering,South China University of Technology,Guangzhou 510640,China);A repairing method for a clay landslide in Shaoguan of Guangdong Province[A];[C];2007
5 YANG Guang-hua~[1,2],ZHANG Yu-cheng~[1,2,3],ZHANG You-xiang~[2] (1.Guangdong Research Institute of Resource and Hydropower,Guangzhou 510610; 2.School of Civil and Architectural Engineering,Wuhan University,Wuhan 430072 3.The Third Chinese Bureau of Construction Wuhan 430070;);varible modulus elatic-plastic strength reduction method and the application in the slope stability analysis[A];[C];2008
6 LIU Yaoru,HUANG Yuequn,YANG Qiang,WANG Jun(State Key Laboratory of Hydroscience and Hydraulic Engineering,Tsinghua University,Beijing 10084,China);Deformation and Stability Analysis for Rock and Soil Slope[A];[C];2009
7 ~*YANG Qiang,LIU Yao-ru,CHANG Qiang,LENG Kuang-dai,ZHOU Wei-yuan,YANG Ruo-qiong (State Key Laboratory of Hydroscience and Hydraulic Engineering,Tsinghua University,Beijing 100084,China);DEFORMATION STABILITY AND CONTROL THEORY OF STRUCTURE AND APPLICATION IN ROCK AND SOIL ENGINEERING[A];[C];2010
8 Liu Chunhua Qin Quan (Department of Civil Engineering Tsinghua University Beijing 100084);STATISTICS OF NATURAL FREQUENCIES FOR BRIDGE STRUCTURES[A];[C];1998
9 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
10 LI Lin-ke, ZHANG Ai-jun, HOU Chun-jiao College of Waters Resources and Architectural Engineering, Northwest A&F University, Yangling 712100, Shannxi, China;Stability analysis of high reinforced retaining wall with strength reduction method and limit equilibrium method[A];[C];2011
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 FANG Jian-rui~1,XU Wen-da~2,XIE Xiu-dong~1(1.College of Civil Engineering,Tongji University,Shanghai 200092,China;2.College of Civil Engineering and Architecture,Fuzhou University,Fuzhou 350002,China);Analysis on the Reliability of the Slope Stability Based on Finite Element Monte-Carlo Method Using Artificial Neural Networks[J];Chinese Journal of Underground Space and Engineering;2006-04
2 YE Hai-lin,Gu Hong-wei,LIU Dong-sheng(Dept.of Architecture&Civil Engneering,LEU,Chongqing 400041,P.R.China);Slope Reliability Analysis Using Stochastic FEM with Dynamic Programming Method[J];Chinese Journal of Underground Space and Engineering;2007-03
3 PANG Xiao?cao 1,ZHOU Xiao?wen 2,WEN Qing?bo 1,JIE Yu?xin 1 (1. Dept. of Hydraulic Engineering, Tsinghua University, Beijing 100084, China)(2. Yangtze River Scientific Research Institute, Wuhan 430010, China);Random fields simulation and its application in calculation of reliability of embankment[J];Journal of Yangtze River Scientific Research Institute;2002-04
4 Shao Longtan;Han Guocheng(Dept.of Civil Engineering ,DU T);Finite element slope stability analysis method with its application to rockfill dam[J];JOURNAL OF DALIAN UNIVERSITY OF TECHNOLOGY;1994-03
5 LUAN Maotian1,2, WU Yajun1,2, NIAN Tingkai1,2 (1. School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China; f Technology, Dalian 116024, China);A Criterion for Evaluating Slope Stability Based on Development of Plastic Zone by Shear Strength Reduction FEM[J];Journal of Seismology;2003-03
6 CHEN Changfu ①② GONG Xiaonan ② (①Institute of Geotechnical Engineering, Hunan University, Changsha 410082, China) (②Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China);HYBRID-GENETIC ALGORITHM FOR CALCULATING FAILURE PROBABILITY OF SLOPE OF OPEN PIT[J];Journal of Engineering Geology;2002-03
7 YANG Jihong① LIU Handong② QIN Siqing① DONG Jinyu② SUN Qiang① LI Hou′en① (①Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029) (②North China Institute of Water Conservancy and Hydroelectric Power, Zhengzhou 450008);RELIABILITY ANALYSIS OF SLOPE STABILITY TAKING INTO CONSIDERATION OF SPATIAL VARIABILITY OF SOIL PARAMETERS[J];Journal of Engineering Geology;2007-02
8 Ren Qingwen,Yu Tiantang,Ma Liangyun (College of Civil Engineering of Hohai Univ.,Nanjing 210098,China)[;Numerical Analysis and Experiment Study of Stability for Dam Section No.3 of the Three Gorges Project[J];ENGINEERING SCIENCE;1999-03
9 Zheng Yingren, Zhao Shangyi (Logistical Engineering University, Chongqing 400041,China)[;Slope Stability Analysis by Strength Reduction FEM[J];Engineering Science;2002-10
10 Qin Quan(Tsinghua University);PROGRESS IN STOCHASTIC FINITE ELEMENT METHODS,PART I. DISCRETIZATION OF RANDOM FIELDS AND MOMENTS OF STRUCTURAL RESPONSES[J];ENGINEERING MECHANICS;1994-04
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved