Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTITUTE》 1998-04
Add to Favorite Get Latest Update

Study on Calculation Procedure for Seismic Action in Rock Slope

He Yunlong (Xi′an University of Science & Engineering, Xi′an 710048) Lu Shuyuan, Duan Yahui (Wuhan University of Hydraulic & Electric Engineering, Wuhan 430072)  
Based on a great deal of FEM dynamic calculating results, the distribution law of seismic coefficients in the rock slope is summed up in this paper. An approximate calculating method to the seismic action in the rock slope is proposed, which is not only simple and convenient but also can reflect the characteristic of seismic response of rock slope in some extent.
【CateGory Index】: TV541
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 7 Hits
1 YANG Xu-zhao1 CUI Fang-peng2,3(1.Tianjin Municipal Engineering Design & Research Institute,Tianjin 300201,China; 2.College of Geoscience and Surveying Engineering,China University of Mining and Technology,Beijing 100083,China; 3.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology,Chengdu 610059,China);Research progress and prospects on collapsing-sliding response of slope triggered by seismic dynamic action[J];中国地质灾害与防治学报;2011-02
2 A Fa-you1,2,3,KONG Ji-ming1,3,NI Zhen-qiang1,2,3,SUN Feng12,3,(1.Inst.of Mountain Hazards and Environment,Chinese Academy of Sci.,Chengdu 610041,China;2.Graduate Univ.of Chinese Academy of Science,Beijing 100101,China;3.Key Lab.of Mountain Hazards and Surface Process,Chinese Academy of Sciences,Chengdu 610041,China);Analysis of Seismic Loading Response for Different Excavation Damaged Slope[J];四川大学学报(工程科学版);2010-S1
3 Xie Hongqiang1,2,He Jiangda1,2,Fu Wenxi2 (1. State Key Laboratory of Hydraulics and Mountain River Engineering,Sichuan University,Chengdu 610065,China; 2. College of Water Resources and Hydroelectricity,Sichuan University,Chengdu 610065,China);Study on dynamic response and stability of slope with compound accumulation body under strong ground motion[J];中国科技论文在线;2010-07
4 XIAO Ke-qiang1 2,LI Hai-bo1,LIU Ya-qun1,XIA Xiang1,ZHANG Lei-qi3(1.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan 430071,China;2.Guangxi Electric Power Industry Investigation,Design and Research Institute,Nanning 530023,China 3.Nanyang Reconnaissance and Design Institute,Nanyang 473063,China);Study on deformation characteristics of bedding slopes under earthquake[J];岩土力学;2007-08
5 LIU Li-ping1,2,YANG Shi-jun1,LI Ying-min1(1.College of Civil Engineering,Chongqing University,Chongqing 400030,China;2.Structural Dynamics Laboratory,Chongqing Communications Research and Design Institute,Chongqing 400067,China);Influence of Soft Soil Layer on Dynamic Characteristic of the Slope[J];重庆大学学报(自然科学版);2007-05
6 DONG Zhi-gao~1,WU Ji-min~1,WANG Wen-yuan~2,WANG Kun~2(1.College of Civil Engineering,Hohai University,Nanjing 210098,China;2.Kunming Investigation,Design and Research Institute,State Power Corporation,Kunming 650051,China);Stability analysis of avalanche deposit slopes under earthquake action[J];水利水电科技进展;2006-05
7 Li Haibo1,Jiang Huijun2,Zhao Jian3,Huang Lixin1,Li Junru1 (1Institute of Rock and Soil Mechanics,The Chinese Academy of Sciences, Wuhan 430071 China) (2Reconnaissance Planning & Design Research Institute,Yellow River Conservancy Commission, Zhengzhou 450003 China) (3School of Civil & Environmental Engineering,Nanyang Technological University,639798 Singapore);SOME PROBLEMS ABOUT SAFTY ANALYSIS OF ROCK ENGEERING UNDER DYNAMIC LOAD[J];岩石力学与工程学报;2003-11
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 CUI Fang-peng1,2,YIN Yue-ping3,XU Qiang2,HU Rui-lin1,ZHANG Ming1,2(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 610059,China;3.China Geological Survey,Beijing 100037,China);Collapsing and sliding response of slopes triggered by single and combined action with time difference of P and S seismic waves[J];岩土工程学报;2010-08
2 CUI Fang-peng1,2,HU Rui-lin2,YIN Yue-ping3,XU Qiang2,ZHANG Ming1,2(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 610059,China;3.China Geological Survey,Beijing 100037,China);Study on difference in elevation response of slope collapsing and sliding triggered by seismic action[J];水文地质工程地质;2010-04
3 CUI Fangpeng1,2,HU Ruilin1,YIN Yueping3,XU Qiang2,ZHANG Ming1,2 (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[J];岩石力学与工程学报;2010-02
4 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];岩石力学与工程学报;2009-08
5 CUI Fangpeng①② HU Ruilin① YIN Yueping③ XU Qiang② ZHANG Ming①②(①Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing100029)(②State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu610059)(③China Geological Survey,Beijing100037);NUMERICAL SIMULATION OF SLOPE COLLAPSING AND SLIDING DUE TO SINGLE OR COMBINED ACTIONS OF SEISMIC P-AND S-WAVES WITH TIME DIFFERENCE[J];工程地质学报;2009-04
6 YIN Yueping (China Geological Survey,Beijing 100037);RAPID AND LONG RUN-OUT FEATURES OF LANDSLIDES TRIGGERED BY THE WENCHUAN EARTHQUAKE[J];工程地质学报;2009-02
7 CUI Fangpeng①② HU Ruilin① ZHANG Ming①② XU Qiang② CHEN Xiaolan③ HAN Yingjun④ (①Key Laboratory of Engineering Geomechanics,Chinese Academy of Sciences,Beijing 100029) (②State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059) (③Chongqing Geological Engineering Investigation and Design Institute,Chongqing 400700) (④Higher Vocational College,Henan Polytechnic University,Jiaozuo 454000);BASIC CHARACTERISTICS AND FORMATION MECHANISM OF COLLAPSED AND SLIDED DEBRIS MASS INDUCED BY XIAONANHAI EARTHQUAKE IN CHONGQING CITY[J];工程地质学报;2009-02
8 YIN Yueping(China Geological Survey,Beijing 100037);FEATURES OF LANDSLIDES TRIGGERED BY THE WENCHUAN EARTHQUAKE[J];工程地质学报;2009-01
9 HUANG Runqiu LI Weile(State Key Laboratory of Geo-Hazard Prevention and Geo-Environment Protection,Chengdu University of Technology,Chengdu 610059);FAULT EFFECT ANALYSIS OF GEO-HAZARD TRIGGERED BY WENCHAUN EARTHQUAKE[J];工程地质学报;2009-01
10 QI Shengwen①② XU Qiang② LIU Chunling③ ZHANG Bing④ LIANG Ning① TONG Liqiang②(①Key Lab.of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029)(②State Key Lab.of Geohazard Prevention and Geoenvironment Protection,Chengdu 610059)(③China Aero Geophysics Survey & Remote Sensing Center for Land and Resources,Beijing 100083)(④Center for Earth Observation and Digital Earth,Chinese Academy of Sciences,Beijing 100190);SLOPE INSTABILITIES IN THE SEVEREST DISASTER AREAS OF 5·12 WENCHUAN EARTHQUAKE[J];工程地质学报;2009-01
【Secondary References】
Chinese Journal Full-text Database 5 Hits
1 WANG Zhanqi;YUAN Haiping;HAN Zhiyong;LU Kunlin;LI Weiqiang;School of Civil and Hydraulic Engineering,Hefei University of Technology;Anhui Key Laboratory of Structure and Materials in Civil Engineering;;Stability analysis of Yangou tunnel entrance slope under the action of heavy rain and earthquake[J];合肥工业大学学报(自然科学版);2018-04
2 ZHAO Hongbao;ZHANG Huan;WANG Zhongwei;JU Nansong;WEI Ziqiang;Beijing Key Laboratory for Precise Mining of Intergrown Energy and Resources,China University of Mining and Technology;State Key Laboratory Cultivation Base for Gas Geology and Gas Control,Henan Polytechnic University;State and Local Joint Engineering Laboratory for Gas Drainage & Ground Control of Deep Mines,Henan Polytechnic University;;Experimental research on evolution of surface cracks in coal mass under impact load[J];中国矿业大学学报;2018-02
3 WANG Shuai;XU Peihua;LI Guang;RUAN Yunkai;CHEN Xiaoxue;CHEN Donghui;Construction Engineering College of Jilin University;Institute of Geology and Geophysics,Chinese Academy of Sciences;College of Transportation and Civil Engineering,Fujian Agriculture and Forestry University;;Experimental Study on Dynamic Response Physical Model of Counter-tilt Slope of Underlying Soft Stratum[J];路基工程;2018-01
4 CHEN Mian;JIN Yan;LU YunHu;State Key Laboratory of Petroleum Resource and Prospecting;College of Petroleum Engineering, China University of Petroleum Beijing;;Shale gas development: Opportunities and challenges for rock mechanics[J];中国科学:物理学 力学 天文学;2017-11
5 ZHANG Yumin;ZHU Zeqi;HUANG Zhiquan;WANG Anming;School of Resources and Environment,North China University of Water Resources and Electric Power;State Key Laboratory of Geo-mechanics and Geo-technical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy of Sciences;;Damage Evolution of Large Underground Caverns Under Earthquakes of Various Frequency Spectra[J];应用基础与工程科学学报;2017-04
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved