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Volume 35 Issue zk2
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HUANG Shuai, SONG Bo, CAI De-gou, YE Yang-sheng. Dynamic response and permanent displacement of high-steep slopes under near- and far-field earthquakes[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 768-773.
Citation: HUANG Shuai, SONG Bo, CAI De-gou, YE Yang-sheng. Dynamic response and permanent displacement of high-steep slopes under near- and far-field earthquakes[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 768-773.
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Dynamic response and permanent displacement of high-steep slopes under near- and far-field earthquakes

  • 1. School of Civil and Environment Engineering, Beijing University of Science and Technology, Beijing 100083, China; 2. Railway Engineering Research Institute, China Academy of Rails Science, Beijing 100081, China; 3. State Key Lab of Track Technology of High-speed Railway, China Academy of Rails Science, Beijing 100081, China

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  • Received Date: July 16, 2013
  • Published Date: November 24, 2013
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    • Abstract
  • Based on the two-dimensional finite element simulation model of rock slope interbedded by hard and soft layers, the dynamic responses of the slope under near-field and far-field earthquakes are studied. The dynamic responses (dynamic amplification factor, the maximum shear stress and the maximum principal stress) under far-field earthquakes are greater than those under near-field earthquakes. The safety factors of the slope calculated by means of the time history method and the pseudo-static method of Chinese standards are compared, and the pseudo-static method has shortcomings in seismic dynamic stability evaluation. The critical acceleration calculated by the elastic-plastic finite element numerical simulation is substituted in Newmark's sliding block formula, and the permanent displacements of the slope considering the effect of near-field and far-field earthquakes are calculated. The results calculated by use of the Newmark's method are lower. The permanent displacements under far-field earthquakes increase by 26% (Newmark's method) and 29% (elastic-plastic finite element method) compared with those under near field earthquakes. Finally, the stability of slope is evaluated based on the permanent displacements proposed by Jibson and Michae, and the permanent displacement of 1 cm as the critical evaluation value of slope from mild damage to moderate damage is more reasonable.
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    • References (8)
  • [1]
    PARISEM, JIBSON R W, WASOWSKI J, et al. A seismic landslide susceptibility rating of geologic units based on analysis of characteristics of landslides triggered by the January, 1994, Northridge, California, earthquake[J]. Engineering Geology, 2000, 58(34): 251-270.
    [2]
    任自铭. 地震作用下斜坡动力响应及稳定性研究[D]. 成都: 西南交通大学, 2007. (REN Zi-ming. Dynamic response and stability of slope under seismic excitations[D]. Chengdu: Southwest Jiatotong University, 2007. (in Chinese))
    [3]
    林成功. 台湾9·21集集大地震滑坡动力分析研究[D]. 重庆:重庆大学, 2000. (LIN Cheng-gong. A study on the dynamic of slope stability at the 921chi-chi earthquake in taiwan[D]. Chongqing: Chongqing University, 2000. (in Chinese))
    [4]
    殷跃平. 汶川八级地震地质灾害研究[J]. 工程地质学报, 2008(4): 433-444. (YIN Yue-ping. Researches on the Geo-hazards triggered by Wenchuan earthquake[J]. Journal of Engineering, 2008(4): 433-444. (in Chinese))
    [5]
    NEWMARK N M. Effects of earthquakes on dams and embankments[J]. Gotech- nique, 1965, 15(2): 139-59.
    [6]
    JIN Man Kim, NICHOLAS Sitar. Probabilistic evaluation of seismically induced permanent deformation of slopes[J]. Soil Dynamics and Earthquake Engineering, 2012, 44: 67-77.
    [7]
    AUSILIO E, CONTE E, DENTE G. Seismic stability analysis of reinforced slopes[J]. Soil Dynamics and Earthquake Engineering, 2000, 19: 159-172.
    [8]
    林宇亮, 杨果林. 不同压实度路堤边坡的地震残余变形特性[J]. 中南大学学报, 2012, 43(9): 3631-3637. (LIN Yu-liang, YANG Guo-lin. Seismic residual deformation behavior of embankment slopes of different compaction degrees[J]. Journal of Central South University, 2012, 43(9): 3631-3637. (in Chinese))
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