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Volume 34 Issue 3
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ZHANG Jian-jing, HAN Peng-fei. Displacement-based aseismic design method for gravity retaining walls —— Large scale shaking table tests[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 416-423.
Citation: ZHANG Jian-jing, HAN Peng-fei. Displacement-based aseismic design method for gravity retaining walls —— Large scale shaking table tests[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(3): 416-423.
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Displacement-based aseismic design method for gravity retaining walls —— Large scale shaking table tests

  • Department of Geotechnical Engineering, Southwest Jiaotong University, Chengdu 610031, China

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  • Received Date: November 21, 2010
  • Published Date: March 29, 2012
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    • Abstract
  • The displacement-based design method is a frontier research topic in the aseismic field of geotechnical engineering. By means of large scale shaking table tests, the researches on displacement calculation modes of gravity retaining walls can provide supports for the displacement-based aseismic design method of gravity retaining walls. Firstly, the test scheme is introduced, including test equipments, mode design, testing procedures, seismic wave input and loading system. Secondly, the variation laws of displacements and displacement modes of retaining walls under different seismic intensities are studied, and then, the distribution of seismic earth pressure and its variation relationship with the displacement are also introduced. Based on Newmark's sliding block method and Zeng & Steedman's rotating block method, two models of sliding and rotating displacements are created separately. By comparing the calculated results of shaking table tests with those of empirical formulas, Whitman & Liao's mean fitting method is proposed to calculate the sliding displacement of gravity walls. Finally, the displacement-based aseismic design flow for gravity retaining walls is summarized.
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    • References (14)
  • [1]
    Building Seismic Safety Council (BSSC). NEHRP guidelines for the seismic rehabilitation of buildings (FEMA 273) [S]. Washington D C: BSSC, 1997.
    [2]
    EUROPEAN STANDARD 1998 Eurocode 8: Design of structures for earthquake resistance Part 5: Foundations, retaining structures and geotechnical aspects[S]. 1998.
    [3]
    WOOD J H D, ELMS G. Sesmic design of bridge abutments and retaining wall[R]. Road Research Unit Bulletin 84 Volume 2 ISSN 0549-0030.
    [4]
    张建经 , 冯 君 , 肖世国 , 等 . 支挡结构抗震设计的两个关键技术问题 [J]. 西南交通大学学报 , 2009(44): 321 – 326. (ZHANG Jian-jing, FENG Jun, XIAO Shi-guo, et al. Discussions on two key technical problems for seismic design of retaining structures[J]. Journal of Southwest Jiaotong University, 2009(44): 321 – 326. (in Chinese))
    [5]
    朱桐浩 , 郑素璋 , 兰永珍 . 模拟地震荷载作用重力式挡墙土压力的模型试验 [J]. 四川建筑科学研究 , 1983(1): 35 – 37. ( ZHU Tong-hao, ZHENG Su-zhang, LAN Yong-zhen. Shaking table test of earth pressure of gravity retaining wall under earthquake shaking[J]. Sichuan Arctichture Science Research, 1983(1): 35 – 37. (in Chinese) )
    [6]
    ISAO Ishibashi, FANG Yung-Show. Dynamic earth pressures with different wall movement modes[J]. Soils and Foundations, 1987, 24 (4): 11 – 22.
    [7]
    KOSEKI J, TATSUOKA F, MUNAF Y, et al. A modified procedure to evaluate seismic active earth pressure considering effects of strain localization in backfill soil[J]. Soils and Foundations, 1998(S): 209 – 216.
    [8]
    ZHANG Jian-min, SONG Fei, LI De-ji. Effects of strain localization on seismic active earth pressure[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2010: 999.
    [9]
    NEWMARK N M. Effect of earthquakes on dams and embankments[J]. Géotechnique, 1965, 15 (2): 139 – 159.
    [10]
    ZENG X, STEEDMAN R S. Rotating block method for seismic displacement of gravity retaining walls[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2000, 126 (8): 709 – 717.
    [11]
    CAI Z, BATHURST R J. Deterministic sliding block methods for estimating seismic displacements of earth structures[J]. Soil Dynamics and Earthquake Engineering, 1996, 15 : 255 – 268.
    [12]
    HANG C-C, WU S-H, SEISMIC H-J. Displacement criterion for soil retaining walls based on soil strength mobilization[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2009, 135(1): 74 – 83 .
    [13]
    韩鹏飞 . 重力式挡墙大型振动台模型试验与基于性能的抗震设计方法研究 [D]. 成都 : 西南交通大学 , 2011. ( HAN Peng-fei, Large shaking table test of gravity retaining wall and performance-based seismic design methods [D]. Chengdu: Southwest Jiaotong University, 2011. (in Chinese) )
    [14]
    WILLIAM B JOYNER, DAVID M BOORE PEAK. Horizontal accelerati-on and velocity from strongmotion records including recor-s from the 1979 imperial valley, california, earthquake[J]. Bulletin of the Seismological Society of America, 1981, 71 (6): 2011 – 2038.
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