Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Guangdong Highway Communications》 2015-03
Add to Favorite Get Latest Update

Stability Analysis on Linear Slope under Different Seismic Angle Force

LI Zhe;ZHANG Hao;WANG Gang;JING Zhoubao;LI Chao;Key Lab of Ministry of Education to Highway Engineering in Special Region,Chang'an University;College of Highway Engineering,Chang'an University;The First Regiment of the First Corps of the Hydropower Troops of Chinese Armed Police Force;  
For the problem of the linear slope stability under the loads of the earthquake,the vertical force and horizontal force formed in the earthquake have been considered with the Bishop Method. The stress model for slope has been built up. In the paper,the safety factor of slope with varies ranges of different Seismic Force angle has been derived,computer programming software has been developed to obtain the safety factor of slope and the corresponding minimum safety factor in different seismic force angle through iterative calculations has been obtained,which could provide important references for the seismic design of slope.
【Fund】: 交通部科技项目(2008353361420);; 高等学校博士学科点专项科研基金(20110205110003)
【CateGory Index】: U416.14
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 10 Hits
1 LIU Li ping 1, LEI Zun yu 1,\ ZHOU Fu chun 2 (1 Department of Civil Engineering,Chongqing University,Chongqing 400045,China; 2 Department of River & Ocean Engineering,Chongqing Jiaotong University,Chongqing 400074,China);The evaluation of seismic slope stability analysis methods[J];Journal of Chongqing Jiaotong Institute;2001-03
2 YANG Peng;ZHANG Jing-tao;ZHOU Dan;HU Yu-jiao;LEI Yin-hui;Key Laboratory of Ministry of Education for Highway Engineering in Special Areas, Chang' an University;College of Architectural Engineering, Xi' an Polytechnical University;;Slope Stability Analysis Based on Different Seismic Force Angle[J];Journal of Water Resources and Architectural Engineering;2014-02
3 YU Xiang, QIAN Qi-hu, ZHAO Yue-tang GUO Zhi-kun (Engineering Institute of Engineering Corps, PLA Univ. of Sci. & Tech., Nanjing 210007, China);Analysis of Vertical Earthquake Influence on Damage to Subway Structures[J];Journal of PLA University of Science and Technology(Natural Science);2001-03
4 Zhang Jingtao;Yang Peng;Hu Yujiao;Zhao Tao;Zhang Zhen;Key Laboratory for Special Area Highway Engineering of Ministry of Education,Chang'an University;School of Highway,Chang'an University;;The First Slope Stability Analysis Based on Different Seismic Force Angle[J];Journal of Ningxia University(Natural Science Edition);2014-02
5 Zhao Xuemeng;Chen Yunli;STABILITY ANALYSIS OF CUT SLOPES IN UNIFORM LOESS[J];China Civil Engineering Journal;1981-01
6 YE Wan-jun 1, SHE Xue-sen 1, CHEN Zhi-xin 2, SONG Jian-hua 3, SHAO Tie-quan 2 (1.Key Laboratory for Special Area Highway Engineering of Ministry of Education,Chang’an University,Xi’an 710064,China; 2.School of Geological Engineering and Surveying Engineering,Chang’an University,Xi’an 710054, China; 3.Xinjiang Institute of Water Resources and Hydropower Research,Urumqui 830049,China);Optional design of high loess slope in highway based on reliability method[J];Journal of Earth Science and Enivronmental;2005-02
7 Qi Shengwen1,Wu Faquan1,Liu Chunling2,Ding Yanhui 3 (1Key Lab of Engineering Geomechanics,Institute of Geology and Geophysics,The Chinese Academy of Sciences, Beijing 100029 China) (2China Aerogeophysics and Remote Sensing Center, Beijing 100083 China) (3Seismological Bureau of Beijing,Beijing 100080 China);ENGINEERING GEOLOGY ANALYSIS ON STABILITY OF SLOPE UNDER EARTHAUAKE[J];Chinese Journal of Rock Mechanics and Engineering;2004-16
8 ZHENG Yingren1,2,YE Hailin1,3,HUANG Runqiu3 (1. Department of Civil Engineering,Logistical Engineering University,Chongqing 400041,China;2. Chongqing Engineering and Technology Research Center of Geological Hazard Prevention and Treatment,Chongqing 400041,China;3. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu,Sichuan 610059,China);ANALYSIS AND DISCUSSION OF FAILURE MECHANISM AND FRACTURE SURFACE OF SLOPE UNDER EARTHQUAKE[J];Chinese Journal of Rock Mechanics and Engineering;2009-08
9 ZHANG Xiran1,XIE Kai2,KANG Xiangxi1(1.Ji Huai contract section of the twenty-three high-speed,Fenghuang,Hunan 416200,China;2.Jishou-Huaihua Express Way Construction Development Co.,Ltd,Huaihua,Hunan 418000,China);Jishou-Huaihua to Discuss on Highway Slope Ecological Protection[J];Highway Engineering;2011-03
10 HU Song1,YANG Minghui2(1.Highway administration of Hunan Province,Changsha,Hunan 410011,China;2.Geotechnical Institute of Hunan University,Changsha,Hunan 410082,China);The Analysis Model of Pile-soil Interaction for the Double-row Anti-slide Piles Structure and its Application[J];Highway Engineering;2012-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 DONG Xiang,LUO Yasheng(College of Water Resources and Architectural Engineering,Northwest A&F University,Yangling 712100,China);Brief comments of calculating vertical component of earthquakes[J];Sichuan Building Science;2010-04
2 ZHAO Tao(Key Laboratory for Special Area Highway Engineering of Ministry of Education,Chang'an University,Xi'an,Shaanxi 710070);Seismic Analysis of the Loess Slope in the Agricultural Water Conservancy Construction[J];Journal of Anhui Agricultural Sciences;2012-11
3 GUO Sheng-bing et al.;Dynamic Analysis of Underground Structures under the Vertical and Horizontal Seismic Load[J];Underground Space;2002-04
4 LIAO Jun-zhan,HUANG Mao-song,LI Xing-zhao(Department of Geotechnical Engineering,Tongji university,Shanghai 200092,China);Study on the Stability of Ventilation Shaft Under the Earthquake for a River-Across Tunnel[J];Chinese Journal of Underground Space and Engineering;2006-02
5 Xu Jiangbo1,3,Zheng Yingren2,3,Ye Hailin2,3,Feng Xiating1(1.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China;2.Department of Civil Engineering, Logistical Engineering University,Chongqing 400041,China;3.Chongqing Engineering and Technology Research Center of Geological Hazards Control,Chongqing 400041,China);Research of Embedded Anti-Slide Pile Supporting Slope during Earthquake[J];Chinese Journal of Underground Space and Engineering;2011-04
6 Xu Jiangbo1,Zheng Yingren2,3,Ye Hailin2,4(1.Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 10029,China;2.Department of Civil Engineering,Logistical Engineering University,Chongqing 400041,China;3.Chongqing Engineering and Technology Research Center of Geological Hazards Control,Chongqing,400041,China;4.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,China);Analysis on Risk Factors for Seismic Stability of Soil and Soft Rock Slope[J];Chinese Journal of Underground Space and Engineering;2011-06
7 Lai Jie1,Zheng Yingren1,2,Fang Yushu1,Ye Hailin1(1.Department of Civil Engineering,Logistical Engineering University,Chongqing 401311,China; 2.Chongqing Engineering and Technology Research Center of Geological Hazard Prevention and Treatment,Chongqing 400041,China);Analysis on Dynamic Performance of Slope Supported with Prestressed Anchorage Cable under Earthquake[J];Chinese Journal of Underground Space and Engineering;2011-S2
8 Liu Guiying 1,Liang Qingguo 2,Han Wenfeng3(1.Chongqing Survey & Design Institute,China Railway Eryuan Engineering Group Co.otd,Chongqing 400023,China; 2.School of Civil Engineering,Lanzhou Jiaotong University,Lanzhou 400041,China; 3.Department of Civil Engineering,Tianjin Institute of Urban Construction,Tianjin 300384,China);Influnce of Ground Motion Parameters on Dynamic Responses of Rock Slope[J];Chinese Journal of Underground Space and Engineering;2012-01
9 CHEN Xiaoli 1),3)QI Shengwen 2)YE Hong 1)(1)Institute of Geology,China Earthquake Administration,Beijing,100029;2)Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing,100029);Fuzzy Comprehensive Study on Seismic Landslide Hazard Based on GIS[J];;2007-02
10 CHEN Xiaoli 1,RAN Hongliu1,QI Shengwen2 1Institute of Geology,China Earthquake Administration,Beijing 100029;2Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029;Triggering Factors Susceptibility of Earthquake-Induced Landslides in 1976 Longling Earthquake[J];Acta Scientiarum Naturalium Universitatis Pekinensis;2008-02
China Proceedings of conference Full-text Database 10 Hits
1 CAO Yanbo~1,DAI Fuchu~1,XU Chong~1,TU Xinbin~1,MIN Hong~2,CUI Fangpeng~3 (1.Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China;2.State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;3.China University of Mining and Technology,Beijing 100083,China);DISCRETE ELEMENT SIMULATION OF DEFORMATION AND MOVEMENT MECHANISM FOR TANGJIASHAN LANDSLIDE[A];[C];2012
2 SHI Chong,XU Wei-ya,ZHOU Jia-wen,ZHOU Xian-qi (Research Institute of Geotechnical Engineering,Hohai University,Nanjing 210098,China);Dynamic stability research by using load/unload ratio method[A];[C];2007
3 CHENG Qiang,WU Shigui,SU Yujie(Sichuan provincial communication department highway planning survey design research Institute,Chengdu 610041,Sichuan China);Research on the Geological Hazards Due to Wenchuan Earthquake Along the Highway form Yingxiu to Wolong[A];[C];2009
4 SUN Jun1,2,XU Jiancong1,2(1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);Mechanism of Earthquake Disaster and Its Regulating on Rock Slope[A];[C];2009
5 XU Chong,DAI Fuchu,XU Xiwei 1) Institute of Geology and Geophysics,Chinese Academy of Sciences,Institute of Geology, China Earthquake Administration,Beijing,100029;;Wenchuan Earthquake-induced Landslides:an Overview[A];[C];2011
6 CUI Fangpeng~(1,2),HU Ruilin~1,YIN Yueping~3,XU Qiang~2,ZHANG Ming~(1,2) (1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China;2.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu,Sichuan 610059,China;3.China Geological Survey,Beijing 100037,China);DISCRETE ELEMENT ANALYSIS OF COLLAPSING AND SLIDING RESPONSE OF SLOPE TRIGGERED BY TIME DIFFERENCE COUPLING EFFECTS OF P AND S SEISMIC WAVES——TAKING TANGJIASHAN LANDSLIDE IN BEICHUAN COUNTY FOR EXAMPLE[A];[C];2011
7 WEI Yunjie~①FENG Xiyao~②CHEN Ge~②CHEN Song~②(①The Key Laboratory of Urban Security and Disaster Engineering,Ministry of Education,Beijing University of Technology.Beijing 100022) (②No.282 Geology Team,Si Chuan Nuclear Geology,Deyang 618000);NUMERICAL SIMULATION OF DYNAMIC STABILITY OF A SLOPE OF ENGINEER UNDER SEISMIC LOADING[A];[C];2010
8 CHENG Liang①WEI Changli①MO Jiawei①LI Hongyan①ZHONG Jinxian①(①Sichuan Geological Survey,Chendu 610081)(②Chendu University of Technology,Chendu 610059);RESEARCHES ON THE DIVISION OF ENVIRONMENTAL ENGINEERING GEOLOGICAL CONDITIONS AND DISTRIBUTION OF GEOLOGICAL DISASTERS BY WENCHUAN EARTHQUAKE,SICHUAN[A];[C];2011
9 Liang Qingguo;Vertical Seismic Force at Meizoseismal Area of Strong Earthquake and Its Effect on Important Engineering Project[A];[C];2003
10 HONG Hai-chun, XU Wei-ya (Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China);REVIEW ON THE STABILITY OF ROCK SLOPES UNDER SEISMIC LOADING[A];[C];2005
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 ZHOU Yong-nian,ZHOU Zheng-hua,YU Hai-ying (Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China);A study on long period portion of design spectra[J];Earthquake Engineering and Engineering Vibration;2004-02
2 Liu Hongshuai, Bo Jingshan, Liu Dedong (Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China);Review on study of seismic stability analysis of rock-soil slopes[J];Earthquake Engineering and Engineering Vibration;2005-01
3 Yan Tong-zhen ( Wuhan College of Geology, Wuhan 430074);FOUNDATION OF PROGNOSIS FOR LANDSLIDES AND DETERMINATION OF CHARACTERISTICS OF MAIN SLIDING ROCK GROUPS IN CHINA[J];;1985-01
4 Zheng Yingren1,Deng Chujian1,Zhao Shangyi1,Tang Xiangsong1,Liu Mingwei1,Zhang Liming2(1 Department of Civil Engineering,Logistical Engineering University,Chongqing 400041,China;2 Department of Science and Information Engineering,Qingdao Technological University,Qingdao 266033,China);Development of Finite Element Limiting Analysis Method and Its Applications in Geotechnical Engineering[J];中国工程科学(英文版);2007-03
5 XU Qiang HUANG Runqiu(State Key Laboratory of Geo-Hazard Prevention and Geo-Environment Protection,Chengdu University of Technology,Chengdu 610059);KINETICS CHARATERISTICS OF LARGE LANDLIDES TRIGGERED BY MAY 12TH WENCHUAN EARTHQUAKE[J];Journal of Engineering Geology;2008-06
6 YAN Zhixin①② ZHANG Sen①② ZHANG Xuedong①② DUAN Jian①②(①School of Civil Engineering and Mechanics,Lanzhou University,Lanzhou 730000)(②Key Laboratory of Mechanics on Disaster and Environment in Western China,Ministry of Education,Lanzhou 730000);FAILURE MECHANISM AND STABILITY ANALYSIS OF SLOPE UNDER EARTHQUAKE[J];Journal of Engineering Geology;2010-06
7 Zheng Yingren, Zhao Shangyi (Logistical Engineering University, Chongqing 400041,China)[;Slope Stability Analysis by Strength Reduction FEM[J];Engineering Science;2002-10
8 Hu Xiaoyan et al.(32);The Influence of Vertical Stress Induced by Earthquake to the Subway Tunnel[J];EARTHQUAKE RESISTANT ENGINEERING;2000-02
9 ZHAO Tao,SHE Xue-sen(Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang'an University,Xi'an 710070,China);Optimum slope design based on seismic force[J];Journal of Guangxi University(Natural Science Edition);2012-04
10 Yang Chuntian;Analysis of the Collaps of Intermediate Floor Type After Earthquke in Kobe City[J];Building Structure;1999-09
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved