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Volume 35 Issue 6
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ZHU Hong-wei, YAO Ling-kan, JIANG Liang-wei, QIU Yan-ling. Distribution of seismic earth pressure on gravity retaining walls considering influence of deformation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1035-1044.
Citation: ZHU Hong-wei, YAO Ling-kan, JIANG Liang-wei, QIU Yan-ling. Distribution of seismic earth pressure on gravity retaining walls considering influence of deformation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1035-1044.
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Distribution of seismic earth pressure on gravity retaining walls considering influence of deformation

  • 1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China; 2. MOE Key Laboratory of High-speed Railway Engineering, Chengdu 610031, China; 3. Sichuan College of Architectural Technology, Deyang 618000, China

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  • Received Date: September 17, 2012
  • Published Date: June 19, 2013
    Graphical Abstract
    • Abstract
  • The deformation failure modes of gravity retaining walls under earthquakes are investigated by using the near-field data in Wenchuan Earthquake. It is found that the deformation failure modes of the retaining wall more closely relate with the foundation. The wall on the rock foundation mainly exhibits inclination deformation, while the wall on the soil foundation mainly shows slip deformation. Based on the Winkler foundation model, the soil mass is viewed as the combination of a set of springs and ideal rigid plasticity objects, and the relevant methods for the seismic earth pressure and the point of resultant force for gravity retaining wall under different displacement modes are proposed. The results show that the distribution of seismic earth pressure can be expressed differently under different deformation failure modes, except the slip deformation, and that the distribution of seismic active earth pressure against retaining wall is nonlinear under the rest of the deformation failure modes. The point of resultant force for the gravity retaining walls on the rock foundation is higher than that of the walls on the rock foundation. Large-scale shaking table tests for gravity retaining walls on rock foundation and soil foundation are conducted to test the proposed theory. It is indicated that the experimental results are in accordance with the theoretical ones.
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    • References (15)
  • [1]
    CHOUDHURY D,NIMBALKAR S S Pseudo-dynamic approach of seismic active earth pressure behind retaining wall[J]. Geotechnical and Geological Engineering,2006, 24(5): 1103-1113
    [2]
    RICHARDS R, ELMS D G. Seismic behavior of gravity retaining walls[J]. Journal of Geotechnical Engineering, 1979,105(4):449-464.
    [3]
    VELESTSOS A S, YOUNAN A H. Dynamic modeling and response of soil-wall systems[J]. Journal of Geotechnical Engineering, 1994,120(12):2155-2179.
    [4]
    NADIM F. Tilting and sliding of gravity retaining walls during earthquake[D]. Cambridge: Department of Civil Engineering, M I T,1980.
    [5]
    刘忠玉),(闫富有) 有地下水时刚性挡土墙动主动土压力[J]. 岩土力学,2006, 27(4): 566-570. (LIU Zhong-yu, YAN Fu-you.
    Dynamic active earth pressure on rigid retaining walls with submerged soils[J] Rock and Soil Mechanics,2006, 27(4): 566-570. (in Chinese))
    [6]
    AZAD A,YASROBI S,PAK A Seismic active earth pressure distribution behind rigid retaining walls[J]. Soil Dynamics and Earthquake Engineering,2008, 28(5): 365-375.
    [7]
    王立强),(王元战),(迟丽华) 挡土墙地震土压力及其分布[J]. 中国港湾建设,2007(5): 1-5. (WANG Li-qiang, WANG Yuan-zhan, CHI Li-hua.
    Distribution of seismic soil pressure on a retaining wall[J] China Harbour Engineering,2007(5): 1-5. (in Chinese))
    [8]
    BAKER R, KLEIN Y. An integrated limiting equilibrium approach for design of reinforced soil retaining structures: Part I—Formulation[J]. Geotextiles and Geomembranes, 2004,22(3):119-150.
    [9]
    CHEN H T, HUNG W Y, CHANG C C. Centrifuge modeling test of a geotextile reinforced wall with a very wet clayey backfill [J]. Geotextiles and Geomembranes, 2007,25(6):346-359.
    [10]
    CHOUDHURY D, NIMBALKAR S S. Seismic rotational displacement of gravity walls by pseudodynamic method [J]. International Journal of Geomechanics, ASCE,2008, 8(3):169-175.
    [11]
    王云球),(施善云) 地震土压力的非线性分布[J]. 河海大学学报,1983, 4(1): 61-72. (WANG Yun-qiu, SHI Shan-yun.
    Nonlinear distribution of earth pressure during earthquake[J] Journal of Hohai University,1983, 4(1): 61-72. (in Chinese))
    [12]
    朱桐浩),(郑素璋),(兰永珍). 模拟地震荷载作用重力式挡土墙土压力的模型试验[J]. (四川建筑科学研究), 1983,1(7):35-37. (ZHU Tong-hao, ZHENG Su-zhang, LAN Yong-zhen, et al. Model tests of the gravity retaining wall when considering the seismic load [J]. Building Science Research of Sichuan,1983,1(7): 35-37. (in Chinese)
    [13]
    彭述权),(刘爱华),樊 玲 不同位移模式刚性挡墙主动土压力研究[J]. 岩土工程学报,2009, 31(1): 32-35. (PENG Shu-quan, LIU Ai-hua, FAN Ling. Active earth pressure for rigid retaining walls with different displacement modes [J]. Chinese Journal of Geotechnical Engineering, 2009, 31(1): 32-35. (in Chinese)
    [14]
    林宇亮),(杨果林),(赵炼恒),等 地震动土压力水平层分析法[J]. 岩石力学与工程学报,2010, 29(12): 2581-2591. (LIN Yu-liang, YANG Guo-lin, ZHAO Lian-heng, et al. Horizontal slices analysis method for seismic earth pressure calculation[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(12): 2581-2591. (in Chinese)
    [15]
    张建经),冯 君,(肖世国). 支挡结构抗震设计中的2个关键技术问题[J]. (西南交通大学学报), 2009,44(6):321-325. (ZHANG Jian-jing, FENG Jun, XIAO Shi-guo.
    Discussions on two key technical problems for seismic design of retaining wall[J]. Journal of Southwest Jiaotong University, 2009, 44(6): 321-325.( (in Chinese))
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