Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Yellow River》 2012-01
Add to Favorite Get Latest Update

Frog Leaping Algorithm for the Location of Critical Slip Surfaces of Slopes

WANG Guo-yan1,CHU Xue-song1,DOU Ming-wu2,LI Liang1(1.School of Civil Engineering,Qingdao Technological University,Qingdao 266033,China; 2.Computer Centre,Ocean University of China Qingdao,Qingdao 266033,China)  
In order to accumulate the related experience of search algorithms in the location of critical slip surfaces of slopes,the frog leaping algorithm is introduced.The flowchart of frog leaping algorithm is explicitly presented and the typical soil slope is analyzed.The results show that more points on the critical slip surface are located in the soft layer than that from the genetic algorithm,the factor of safety calculated by frog leaping algorithm is more reasonable.In addition,the orthogonal test is performed for one typical slope in order to determine the sensitivity of each parameter on the result.The recommended values are provided.
【Fund】: 国家自然科学基金资助项目(51008167 50904039)
【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 9 Hits
1 LI Liang , CHI Shi-chun , LIN Gao (State Key Laboratory of Coastal and Offshore Engineering, School of Civil & Hydraulic Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China);TABU FISH SWARM ALGORITHM AND ITS APPLICATION TO SLOPE STABILITY ANALYSIS[J];Engineering Mechanics;2006-03
2 WANG Chenghua, XIA Xuyong, LI Guangxin (Department of Hydraulic and Hydropower Engineering, School of Civil and Hydraulic Engineering, Tsinghua University, Beijing 100084, China; Department of Civil Engineering, School of Civil Engineering, Tianjin University, Tianjin 300072, China);Genetic algorithm for searching forcritical slip surface in soil slopesbased on stress fields[J];Journal of Tsinghua University(Science and Technology);2004-03
3 Xiao Zhuanwen (Dept. of Civ. Eng., Shenyang Arch. and Civ. Eng. Inst., Shenyang, 110015,China)Zhang Qizhi (Northeast University, Shenyang, 110006,China)Gu Zhaocen (Liaoning international Corporation of Economic and Technical Cooperation,Shenyang, 110001,;Genetic algorithm of the minimum safety factor for slopes[J];JOURNAL OF SHENYANG ARCHITECTURAL AND CIVIL ENGINEERING INSTITUTE;1996-02
4 CHEN Yunmin1,WEI Xinjiang1,2,LI Yuchao1,2(1.Institute of Geotechnical Engineering,Zhejiang University,Hangzhou,Zhejiang 310027,China;2.School of Engineering,Zhejiang University City College,Hangzhou,Zhejiang 310015,China);LOCATING NON-CIRCULAR CRITICAL SLIP SURFACES BY PARTICLE SWARM OPTIMIZATION ALGORITHM[J];Chinese Journal of Rock Mechanics and Engineering;2006-07
5 Chen Zuyu Shao Changming (Institute of Water Conservancy and Hydroelectric Power Research, Beijing);The Use of the Method of Optimization for Minimizing Safety Factors in Slope Stability Analysis[J];Chinese Jounal of Geotechnical Engineering;1988-04
6 SHI Wei-min~1,ZHENG Ying-ren~1,TANG Bo-ming~2,ZHANG Lu-yu~1 (1.Dept. of Civil Engineering,Logistical Engineering University,Chongqing 400041,China;2.Chongqing Highway Authority,Chongqing 400067,China);Accuracy and application range of Imbalance Thrust Force Method for slope stability analysis[J];Chinese Jounal of Geotechnical Engineering;2004-03
7 LI Liang,CHI Shi-chun,LIN Gao (State Key lab of Coastal and Offshore Eng, School of Civil & Hydraulic Eng, DaLian Univ of Technol,Dalian 116024,China);The complex method based on ant colony algorithm and its application to the slope stability analysis[J];Chinese Jounal of Geotechnical Engineering;2004-05
8 CHEN Chang-fu~1,2 ,GONG Xiao-nan~1,WANG Yi-sun~2 (1. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China; 2. Institute of Geotechnical Engineering, Hunan University, Changsha 410082, China);Adaptive colony algorithm and its application to the slope engineering[J];Journal of Zhejiang University(Engineering Science);2003-05
9 LI Liang1,CHI Shi-chun1,ZHENG Rong-ming2,LIN Gao1,CHU Xue-song1(1.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116023,Liaoning,China;2.Department of Civil and Structural Engineering,The Hong Kong Polytechnic University,Hong Kong,China);Mixed Search Algorithm of Non-circular Critical Slip Surface of Soil Slop[J];China Journal of Highway and Transport;2007-06
【Co-citations】
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 ;Slope Stability Analysis of Yima and its Reinforcement Study[J];Anhui Architecture;2012-01
3 MEI Sheng-Quan~1,MEI Xiao-Ping~2 (1.Information Engineering Institute,Chengdu University of Technology,Chengdu 610059,P.R.China; 2.Chongqing First Municipal Engineering Co.,Ltd.,Chongqing 400015,P.R.China);Application of Immune Particle Swarm Optimization to Slope Stability Analysis[J];Chinese Journal of Underground Space and Engineering;2009-06
4 LI Keqing,XIE Yuling,XU JiuhuaSchool of Civil and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China;Discriminant analysis of slope stability for two populations[J];Journal of University of Science and Technology Beijing;2008-04
5 ZHANG Hao1,WANG Chang-ming1,MA Wen-dong21.College of Construction Engineering,Jilin University,Changchun130026,China2.Shenzhen Branch,China Institute of Geotechnical Investigation and Surveying, Shenzhen,Guangdong518057,China;Simulated Annealing Algorithm of Global Search for Critical Sliding Surface of Slope and Improvements[J];Journal of Jilin University(Earth Science Edition);2007-01
6 LI Liang1 and CHU Xue-song School of Civil Engineering,Qingdao Technological University,Qingdao 266033,China;An Improved Particle Swarm Optimization Algorithm with Harmony Strategy for the Location of Critical Slip Surface of Slopes[J];中国海洋工程(英文版);2011-02
7 LUO Run-lin,RUAN Huai-ning,HUANG Ya-zhe,ZHU Chang-xing(Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China);Particle Swarm Optimization inversion method of initial ground stress and implementation in FLAC~(3D)[J];Journal of Yangtze River Scientific Research Institute;2008-04
8 TANG Fen (School of River & Ocean Engineering,Chongqing Jiaotong University,Chongqing400074,China);Discussion on Safety Factor of Landslide Thrust Design Value[J];Journal of Chongqing Jiaotong University(Natural Science);2011-S1
9 YANG Yang,LI Xie-neng,LIAO Yun-ping,SHI Ling,LIU Rong-can (Institute of Geology & Mineral Resources of Chongqing,Chongqing 400042,China);Critical Slip Surface Search and Application Based on Mutative Scale Chaos Optimization[J];Journal of Chongqing Jiaotong University(Natural Science);2011-S1
10 By Zheng Ying-ren, Shi Wei-min, Liu Wen-ping, Liu Ming-wei, Wang Jing-lin;Study on Some Engineering Problems of Slope Stability Analysis in Three Georges Reservoir Zone[J];Chongqing Architecture;2005-06
China Proceedings of conference Full-text Database 10 Hits
1 Huang Menghong Ding Hua (Institute of Mechanics,Chinese Academy of Sciences,Beijing 100080,China);Some assumption conditions of limit equilibrium method for slope stabilitv analvsis[A];[C];2007
2 LI Ting ZHAO Hong-bo (1.Guangzhou Guangyuan Road Construction Company,Guangzhou 510010,China; 2.Civil Engineering Collage of Henan University of technology,Jiaozuo 454003,China);The tabu search of the weakest non-circle sliding-surface of slop[A];[C];2008
3 ZHANG Yihu TANG Huiming YANG Yuyun (Faculty of Engineering,China University of Geosciences,Wuhan,Hubei 430074);CONDITIONS FOR TRADITIONAL HYDRAULIC PRESSURE METHOD IN SLOPE STABILITY ANALYSIS[A];[C];2005
4 Zhang Kun-yong FENG Tu-gen (1 Geotechnical Institute of Hohai University,Nanjing 210098 China);Analysis on core rockfill dam slope stability with earthquake load[A];[C];2006
5 Chen Zuyu (Institute of Water Conservancy and Hydroelectric Power Research);Application of Random Search to the Evalvation of General Minimum Factor of Safety in Solpe Stability[A];[C];1990
6 Luo Jingfeng School of Resources & Civil Engineering,Northeastern University,Shenyang 110004,China;Improvement Fish Swarm Algorithm Base on Metropolis Principle[A];[C];2010
7 Yang Na, Fu Qiang, He Yan-guo (College of Water Conservancy & Architecture, Northeast Agricultural University, Harbin , Heilongjiang, 150030, China. Doctoral Working Stational of BeiDaHuang Company, Heilongjiang Land Reclamation Bureau, Harbin, Heilongjiang ,150040, China.);Progress in application of ant colony algorithm to water and soil resources[A];Chinese Society of Agricultural Engineering[C];2006
8 Wang Jianfeng Yan Tongzhen (China University of Geosciences,Wuhan 430074) Cui Zhengquan (Bureau of Geotechnique of Changjiang Water Resources,Wuhan 430010);THE TECHNICAL INVESTIGATION INTO RANDOM SEARCH FOR THE MOST DANGEROUS SLIDING PLANE IN FISSURED ROCK SLOPE[A];[C];1995
9 Chen Changfu;Gong Xiaonan Institute of Geotechnical Engineering, Hunan University, Changsha 410082 China Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027 China;BIONIC ALGORITHM FOR STABILITY ANALYSIS OF STRIP MINE'S PIT IN GOBI[A];[C];2002
10 Zheng Ying-ren;Zhao Shang-yi Logistical Engineering University, ChongQing, 400041,China;SOME PROBLEM ON RETAINING STRUCTURE DESIGN OF LANDSLIDE[A];[C];2004
【Co-references】
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 WuYuqing Yao Zhenhan(Department of Engineering Mechanics, Tsinghua University, Beijing 100084);FEM and BEM for Composite Viscoolastic Porous Media[J];Journal of Yanshan University;2004-02
3 ZHANG Mingrui CHEN Zhengzhou LIU Yuhua CAO Dongfang WU Qiang(School of Earth Sciences and Engineering,Nanjing University,Nanjing 210093);APPLICATION OF INTELLIGENT SINGLE PARTICLE OPTIMIZER WITH SIMULATED ANNEALING MECHANISM TO SEARCHING FOR CRITICAL SLIP SURFACE OF COMPLEX SLOPE[J];Journal of Engineering Geology;2011-02
4 Guo Yurong et al.;Software for Slope Stability Analysis,SSA[J];GEOTICHNICAL INVESTIGATION AND SURVEYING;1998-06
5 Zheng Yingren~1,Zhao Shangyi~1,Deng Chujian~1,Liu Mingwei~1,Tang Xiaosong~1,Zhang Liming~2(1.Department of Civil Engineering,Logistical Engineering University,Chongqing 400041,China;2.Department of Science and Information Engineering,Qingdao Technological University,Qingdao,Shandong 266033,China);Development of Finite Element Limit Analysis Method and Its Applications in Geotechnical Engineering[J];Engineering Science;2006-12
6 LI Liang , CHI Shi-chun , LIN Gao (State Key Laboratory of Coastal and Offshore Engineering, School of Civil & Hydraulic Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China);TABU FISH SWARM ALGORITHM AND ITS APPLICATION TO SLOPE STABILITY ANALYSIS[J];Engineering Mechanics;2006-03
7 WU Yusheng,CHEN Shenghong(School of Water Resources and Hydropower,Wuhan University,Wuhan 430072);Study on the software of limit equilibrium method for slope stability analysis[J];Journal of Hydroelectric Engineering;2005-06
8 GAO Wei1,ZHANG Lu-yu2,ZHANG Fei-jun3(1.Wuhan University,Wuhan 430072,China;2.The 9th General Team of Airport Construction of China,Chengdu 611430,China;3.Wuhan Construction Engineering(Group)Co.Ltd,Wuhan 430023,China);Critical slip surface searching for slope based on premium-penalty ant colony optimization[J];Journal of Hydraulic Engineering;2012-02
9 BI Gang,CHEN Zheng-zhou,JIANG Yu-ping,HUANG Bin-bin(School of Earth Sciences and Engineering,Nanjing University,Nanjing 210093,China);A new method for searching all possible circular slips of a slope[J];Hydrogeology & Engineering Geology;2011-06
10 Zhu Dayong Zhou Zaosheng (Nanjing Engineering Institute);THEORY OF GLOBALLY CRITICAL SLIP FIELD OF SLOPES AND ITS APPLICATION TO PRACTICAL ENGINEERING[J];;1999-03
【Secondary Citations】
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 LI Xiao-lei, QIAN Ji-xin(Institute of System Engineering, Control Department, Zhejiang University, Hangzhou 310027, China );Studies on Artificial Fish Swarm Optimization Algorithm based on Decomposition and Coordination Techniques[J];Journal of Circuits and Systems;2003-01
3 LI Liang1,CHI Shi-chun1,ZHENG Rong-ming2,Lin Gao1,Chu Xue-song1(1.State Key laboratory of Coastal and Offshore Engineering,DaLian Univevsity of Technology,Dalian 116023,China;2.Department of Civil and Structural Engineering,Hong Kong Polytechnic University,Hong Kong,China);Modified Particle Swarm Optimization Algorithm and Its Application to the Search For the Critical Slip Surface of Soil Slopes[J];Journal of Disaster Prevention and Mitigation Engineering;2007-02
4 Zhang Yongsheng et al.(Heilongjiang Hydraulic Engineering College et al.,Harbin,150086);The Calculation of Earth Slope Stability by Using the Complex Method[J];Journal of Heilongjiang Hydraulic Engineering College;1997-04
5 BAO Hui ming 1, 2 ,HU Chang shun 1 (1 School of Highway, Chang′an University, Xi′an 710064, China;2 Department of Civil Engineering, Guilin Institute of Technology, Guilin 541004, China);Stability evaluation of depth cutting slope in rock mass base on artificial neural network[J];Journal of Traffic and Transportation Engineering;2002-03
6 WANG Chenghua, XIA Xuyong, LI Guangxin (Department of Hydraulic and Hydropower Engineering, School of Civil and Hydraulic Engineering, Tsinghua University, Beijing 100084, China; Department of Civil Engineering, School of Civil Engineering, Tianjin University, Tianjin 300072, China);Genetic algorithm for searching forcritical slip surface in soil slopesbased on stress fields[J];Journal of Tsinghua University(Science and Technology);2004-03
7 Wu Xiaotao; Sun Zengqi(National Laboratory of Intelligent Technology and Systems Department of Computer Science and Technology, Tsinghua University);Using genetic algorithm for path planning[J];;1995-05
8 Sun Jun-shi Kunming Hydroelectric Power Survey and Design Institute;THE FORMULATION OF THE DIVIDING STRIP METHOD AND THE OPTIMIZATION METHOD IN THE NUMERICAL CALCULATIONS[J];Journal of Hydroelectric Engineering;1983-01
9 CHEN Gang1, ZHANG Lin2, CHEN Jiankang2, HE Xiansong2(1.Daduhe Hydropower Development Co.,Ltd.,Chengdu610016,China;2.College of Hydraulic Engineering.,Siehuan University.,Chengdu610016,China)J;Application of the complex method for reliability analysis of arch dams[J];Journal of Hydraulic Engineering;2003-02
10 LI Liang, CHI Shi-chun, LIN Gao(Dalian University of Technology, Dalian 116024,China);Genetic algorithm incorporated with harmony procedure and its application to searching of non-circular critical slip surface in soil slopes[J];Journal of Hydraulic Engineering;2005-08
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved