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《Chinese Journal of Rock Mechanics and Engineering》 2008-03
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LARGE-SCALE SHAKING TABLE MODEL TEST STUDY ON DYNAMIC CHARACTERISTICS AND DYNAMIC RESPONSES OF SLOPE

XU Guangxing1,2,YAO Lingkan1,GAO Zhaoning3,LI Zhaohong2(1.School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China;2.Shijiazhuang Railway Institute,Shijiazhuang,Hebei 050043,China;3.Anhui University of Science and Technology,Huainan,Anhui 232001,China)  
A large-scale shaking table model test of slope with the scale of 1∶10 was introduced.The model slope was built by soil with a height of 2.15 m,length of 3.5 m,thickness of 1.5 m,and a slope angle of 38.°A series of tests were performed with different input seismic wave kinds,amplitudes and frequencies.The dynamic characteristics and dynamic responses of slope under earthquake,as well as the influence of ground motion parameters were discussed.Results show that the natural frequencies of model slope decrease with the increasing vibration number,and the decrease range expands with the increasing earthquake amplitudes,while the damping ratios increase with their increasing.The slope has amplification effect to input seismic waves,and the effect become extremely prominent around the crest of the slope.The acceleration responses have obvious difference under different input seismic waves.The amplification effect of peak acceleration enhances evidently when the predominant excitation frequencies of input seismic waves approach to the natural frequencies of the model slope;and the amplification coefficients of the peak acceleration along slope surface decrease with the increasing earthquake amplitudes.The soil in slope has amplification effect to input seismic waves at high frequency and filtering effect at low frequency;and the filtering effect becomes more prominent with the increase of earthquake amplitudes.The results are helpful to reveal the mechanism of slope instability under earthquake,and provide valuable references for aseismic design of slope engineering.
【Fund】: 国家自然科学基金资助项目(90202007);; 西藏自治区交通厅资助项目(XZJK2006–1);; 西南交通大学交通运输工程研究生创新基地资助项目
【CateGory Index】: P642.22
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9 LIU Hanxiang1,XU Qiang1,FAN Xuanmei2 (1.State Key Laboratory of Geo-Hazard Prevention and Geo-Environment Protection,Chengdu University of Technology,Chengdu 610059,China; 2.International Institute for Geo-information Science and Earth Observation(ITC),University of Twente,Enschede,The Netherlands);Effects of seismic parameters on acceleration responses of slopes[J];Journal of Earthquake Engineering and Engineering Vibration;2012-02
10 HU Kai-heng1,2,YOU Yong1,2,ZHUANG Jian-qi1,2,CHEN Xiao-qing1,2 ( 1. Key Laboratory of Mountain Hazards and Earth Surface Processes,Chinese Academy of Sciences,Chengdu,Sichuan 610041; 2. Institute of Mountain Hazards and Environment,Chinese Academy of Sciences and Ministry of Water Conservancy,Chengdu,Sichuan 610041);Characteristics and Countermeasures of Debris Flows in Beichuan's Meizoseismal Area[J];Scientia Geographica Sinica;2010-04
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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 ZHOU Jian~(①②) ZHANG Luqing~①WANG Xueliang~(①②)(①Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,CAS,Beijing 100029)(②Graduate University of Chinese Academy of Sciences,Beijing 100049);EFFECT OF STRUCTURAL PLANE ON DYNAMIC RESPONSE OF ROCK SLOPES WITH HORIZONTAL STRATA[A];[C];2012
3 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
4 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
5 CUI Fang-peng~(1,2),HU Rui-lin~2,YIN Yue-ping~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 610059;China,3.China Geological Survey,Beijing 100037,China);Study on difference in elevation response of slope collapsing and sliding triggered by seismic action[A];[C];2011
6 JIA Jun HUANG Runqiu JU Nengpan ZHAO Jianjun LI Guo (State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059);STUDY ON COLLAPSING AND SLIDING FAILURE MECHANISM OF STEEP BEDDING ROCK SLOPE TRIGGERED BY STRONG EARTHQUAKE[A];[C];2010
7 WANG Yunsheng GOU Fugang CHEN Ning SUN Gang MA Hongyu MA Xiao (State Key Lab of Geo-Hazard Prevention and Geo-Environment Protection,Chengdu University of Technology,Chengdu 610059);THE GENETIC CONDITION RESEARCH OF HAZARD CHAINS OF WENCHUAN EARTHQUAKE IN SHIKAN RIVER OF PINGWU COUNTY[A];[C];2011
8 WANG Jian~1,YAO Lingkan~1,CHEN Qiang~2 (1.School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China;2.Highway Planning Survey and Research Institute,Sichuan Provincial Communication Department,Chengdu,Sichuan 610041,China);RESEARCH ON FAILURE MODE OF ROAD EMBANKMENT IN WENCHUAN GREAT EARTHQUAKE AND DEFORMATION CONTROL OF GEOGRID REINFORCEMENT[A];[C];2010
9 PEI Zuan XU Qiang HUANG Runqiu (State Key Laboratory of Geo-Hazard Prevention and Geo-Environment Protection,Chengdu University of Technology,Chengdu 610059);THE MECHANIC MODEL OF TENSION-SHEARING LANDSLIDE TRIGERED FROM WENCHUAN EARTHQUAKE[A];[C];2012
10 S.W.Qi Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics, Chinese Academy of Sciences,Beijing,China C.Yan Highway College of Chang'an University,Xi'an,China C.Liu Aero-Geophysical Survey and Remote Sensing Center,The Ministry of Land and Resource,China;Two typical types of earthquake triggered landslides and their mechanisms[A];[C];2013
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2 CHEN Ling?ling,CHEN Min?zhong, QIAN Sheng?guao(Yangtze River Scientific Research Instirate, Wuhan 430010,China);Stability analysis of high?steep rocky slope under earthquake loads[J];Journal of Yangtze River Scientific Research Institute;2004-01
3 LU Xi-lin, CHEN Yueqing, CHEN Bo, HUANG Wei, ZHAO Ling (State Laboratory on Disaster Reduction in Civil Engineering. Tongji University. Shanghai 200092);Shaking table testing of dynamic soil-structure interaction system[J];Earthquake Engineering and Engineering Vibration;2000-04
4 LOU Meng -lin, WANG Wen -jian, ZHU Tong, MA Heng-chun (State Key Laboratory for Disaster Reduction in Civil Engineering, Tong ji University, Shanghai 200092. China, Department of Civil Engineering, Dalian University of Technology, Dalian 1 16023, China);Soil lateral boundary effect in shaking fable model test of soil - structure system[J];Earthquake Engineering and Engineering Vibration;2000-04
5 BO Jing-shan, XU Guo -dong, JING Li-ping (Institute of Engineering Mechanics, China Seismological Bureau; Beijing Seismological Bureau; Harbin Institute of Technology);Seismic response and dynamic stability analysis of soil slopes[J];Earthquake Engineering and Engineering Vibration;2001-02
6 CHEN Yue-qing LU Xi-lin LI Pei-zhen CHEN Bo HU Zhi-li (State Key Laboratory on Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China);Shaking table testing for layered soil-foundation-structure interaction system[J];Earthquake Engineering and Engineering Vibration;2001-03
7 CHEN Guo-xing WANG Zhi-hua ZAI Jin-min (Institute of Geotechnical Engineering, Nanjing University of Technology, Nanjing 210009, China);Shaking table model testing of structure suppressing vibration control including soil-structure interaction effects[J];Earthquake Engineering and Engineering Vibration;2001-04
8 LING Xian zhang 1, WANG Dong sheng 2 (1. School of Civil Engineering, Harbin Institute of Technology, Harbin 150090,China; 2. Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080,China);Study on shaking table test for seismic interaction of pile-soil-bridge structure in case of soil liquefaction caused by earthquake[J];Earthquake Engineering and Engineering Vibration;2002-04
9 Zhuang Haiyang,Chen Guoxing(Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Analysis of nonlinear earthquake response of metro double-tunnels[J];Earthquake Engineering and Engineering Vibration;2006-02
10 Chen Guoxing~(1),Zhuang Haiyang~(1),Cheng Shaoge~(2),Du Xiuli~(3),Li Liang~(3)(1.Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China;2.Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China;3.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China);A large-scale shaking table test for dynamic soil-metro tunnel interaction:test scheme[J];Earthquake Engineering and Engineering Vibration;2006-06
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