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Volume 35 Issue 11
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SONG Jian, GAO Guang-yun. Empirical predictive model for seismic displacement of slopes under velocity pulse-like ground motions[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(11): 2009-2017.
Citation: SONG Jian, GAO Guang-yun. Empirical predictive model for seismic displacement of slopes under velocity pulse-like ground motions[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(11): 2009-2017.
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Empirical predictive model for seismic displacement of slopes under velocity pulse-like ground motions

  • 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China

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  • Received Date: April 24, 2013
  • Published Date: November 19, 2013
    Graphical Abstract
    • Abstract
  • Based on the procedure to identify the velocity pulse for multi-component ground motions, 196 ground motions from NGA database and Wenchuan Earthquake are selected as pulse-like ground motions. The newmark decoupled model considering the nonlinear properties of soils is used to calculate the seismic displacement of slopes with different parameters (ky, Ts) subjected to near-fault pulse-like ground motions, and the efficiency of different pulse-like ground motion parameters for predicting the displacement is also investigated. A seismic displacement model for the slopes under near-fault pulse-like ground motions is developed. The results indicate that the existing empirical models for seismic displacement of slopes significantly underestimate the displacement value induced by near-fault pulse-like ground motions, while they can be used to predict the seismic displacement caused by near-fault non-pulse ground motions. A close relationship between the seismic displacement and the velocity pulse characteristics for the pulse-like ground motions is shown, and the peak ground velocity (PGV) is the most efficient parameter in terms of the seismic displacement. The spectral acceleration at a degrade period equals to 1.5Ts (Sa(1.5Ts)) and PGV can represent the frequency content and velocity pulse characteristics of the pulse-like ground motions, respectively. Thus, an empirical predictive model for seismic displacements is developed using the vector intensity measures of Sa(1.5Ts) and PGV, which can be used in probabilistic seismic hazard analysis for the seismic displacement including the effects of near-fault pulse-like characteristics.
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    • References (20)
  • [1]
    NEWMARK N M. Effects of earthquakes on dams and embankments[J]. Géotechnique, 1965, 15(2): 139-160.
    [2]
    MAKDISI F I, SEED H B. Simplified procedure for estimation dam and embankment earthquake induced deformations[J]. Journal of the Geotechnical Engineering Division, ASCE, 1978, 104(GT7): 849-868.
    [3]
    RATHJE E M, BRAY J D. An examination of simplified earthquake induced displacement procedures for earth structures[J]. Canadian Geotechnical Journal, 1999, 36(1): 72-87.
    [4]
    RATHJE E M, BRAY J D. Nonlinear coupled seismic analysis of earth structure[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2000, 126(11): 1002-1215.
    [5]
    李红军, 迟世春, 林 皋. 基于黏着滑动耦合动力分析的 Newmark 滑块位移法[J]. 岩石力学与工程学报, 2007, 26(9): 1787-1793. (LI Hong-jun, CHI Shi-chun, LIN Gao. An improved Newmark sliding block method based on stick-slip coupled dynamic response[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(9): 1787-1793. (in Chinese))
    [6]
    AMBRASEYS N N, MENU J M. Earthquake-induced ground displacements[J]. Earthquake Engineering and Structural Dynamics, 1988, 16(7): 985-1006.
    [7]
    JIBSON R W. Regression models for estimating coseismic landslide displacement[J]. Engineering Geology, 2007, 91(2/3/4): 209-218.
    [8]
    SAYGILI G, RATHJE E M. Empirical predictive models for earthquake-induced sliding displacements of slopes[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2008, 134(6): 790-803.
    [9]
    RATHJE E M, SAYGILI G. Probabilistic assessment of earthquake-induced sliding displacements of natural slopes[J]. Bulletin of the New Zealand Society for Earthquake Engineering, 2009, 42(1): 18-27.
    [10]
    徐光兴, 姚令侃, 李朝红, 等. 基于汶川地震强震动记录的边坡永久位移预测模型[J]. 岩土工程学报, 2012, 34(6): 1131-1136. (XU Guang-xing, YAO Ling-kan, LI Chao-hong, et al. Predictive models for permanent displacement of slopes based on recorded strong-motion data of Wenchuan Earthquake [J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1131-1136. (in Chinese))
    [11]
    BRAY J D, TRAVASAROU T. Simplified procedure for estimating earthquake-induced deviatoric slope displacements[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(4): 381-392.
    [12]
    KALKAN E, KUNNATH S K. Effects of fling step and forward directivity on seismic response of building[J]. Earthquake Spectra, 2006, 22(2): 367-390.
    [13]
    MALLAT S G. A wavelet tour of signal processing[M]. San Diego: Academic Press, 1999.
    [14]
    BAKER J W. Quantitative classification of near-fault ground motions using wavelet analysis[J]. Bulletin of the Seismological Society of America, 2007, 97(5): 1486-1501.
    [15]
    谢俊举, 温增平, 李小军, 等. 基于小波方法分析汶川地震近断层地震动的速度脉冲特性[J]. 地球物理学报, 2012, 55(6): 1963-1972. (XIE Jun-ju, WEN Zeng-ping, LI Xiao-jun, et al. Analysis of velocity pulses for near-fault strong motions from the Wenchuan earthquake based on wavelet method[J]. Chinese Journal of Geophysics, 2012, 55(6): 1963-1972. (in Chinese))
    [16]
    HOWARD J K, TRACY C A, BURNS R G. Comparing observed and predicted directivity in near-source ground motion[J]. Earthquake Spectra, 2005, 21(4): 1063-1092.
    [17]
    SHAHI S K, BAKER J W. An empirically calibrated framework for including the effects of near-fault directivity in probabilistic seismic hazard analysis[J]. Bulletin of the Seismological Society of America, 2011, 101(2): 742-755.
    [18]
    RATHJE E M, FARAJ F, RUSSELL S, et al. Empirical relationship for frequency content parameters of earthquake ground motions[J]. Earthquake Spectra, 2004, 20(1): 119-144.
    [19]
    KOTTKE A R, RATHJE E M. Technical manual for strata[R]. Berkeley: University of California, 2008.
    [20]
    DARENDELI M B, STOKOE K H. Development of a new family of normalized modulus reduction and material damping curves[R]. Austin: University of Texas, 2001.
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