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Volume 41 Issue S1
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XIE Ming-xing, ZHENG Jun-jie, SHAO An-di, JING Dan. Lateral earth pressure on rigid retaining walls with EPS deformable geofoam inclusions[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 65-68. DOI: 10.11779/CJGE2019S1017
Citation: XIE Ming-xing, ZHENG Jun-jie, SHAO An-di, JING Dan. Lateral earth pressure on rigid retaining walls with EPS deformable geofoam inclusions[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 65-68. DOI: 10.11779/CJGE2019S1017
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Lateral earth pressure on rigid retaining walls with EPS deformable geofoam inclusions

  • Institute of Geotechnical and Underground Engineering, Huazhong University of Science and Technology, Wuhan 430074, China

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  • Received Date: April 29, 2019
  • Published Date: July 14, 2019
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    • Abstract
  • The finite difference program, FLAC3D, is used to model the rigid retaining wall with EPS (expanded polystyrene) deformable geofoam inclusions, and the lateral earth pressure on the wall is obtained from numerical results. The at-rest state, active state and passive state of the retained soil behind the wall are studied, and the reductions of EPS on the lateral earth pressure with different wall displacements are also analyzed. The results indicate that EPS has little influence on the wall displacement required by the active state. The reduction of EPS on the lateral earth pressure decreases with the increase of the wall displacement in the retained soil between at-rest state and active state, while that increases firstly and then decreases with the increase of wall displacement in the retained soil between at-rest state and passive state.
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    • References (9)
  • [1]
    CLOUGH G W, DUNCAN J M.Earth pressures[M]// Foundation Engineering Handbook. 2nd ed. FANG H Y, van Nostrand Reinhold. New York, 1991: 223-235.
    [2]
    HORVATH J S.Compressible inclusion function of EPS geofoam[J]. Geotextiles and Geomembranes, 1997, 15(1): 77-120.
    [3]
    ERTUGRUL O L, TRANDAFIR A C.Reduction of lateral earth forces acting on rigid non-yielding retaining walls by EPS geofoam inclusions[J]. Journal of Materials in Civil Engineering, ASCE, 2011, 23(12): 1711-1718.
    [4]
    ERTUGRUL O L, TRANDAFIR A C.Lateral earth pressures on flexible cantilever retaining walls with deformable geofoam inclusions[J]. Engineering Geology, 2013, 158: 23-33.
    [5]
    郑俊杰, 吕思祺, 曹文昭, 等. 高填方膨胀土作用下刚柔复合桩基挡墙结构数值模拟[J]. 岩土力学, 2019, 40(1): 1-8.
    (ZHENG Jun-jie, LÜ Si-qi, CAO Wen-zhao, et al.Numerical simulation of composite rigid-flexible pile-supported retaining wall under the action of high-filled expansive soil[J]. Rock and Soil Mechanics, 2019, 40(1): 1-8. (in Chinese))
    [6]
    BENMEDDOUR D, MELLAS M, FRANK R, et al.Numerical study of passive and active earth pressures of sands[J]. Computers and Geotechnics, 2012, 40: 34-44.
    [7]
    沈靠山. 覆盖层砂卵石料静止侧压力系数研究[D]. 南京: 河海大学, 2009.
    (SHEN Kao-shan.Study of coefficient of earth pressure at rest on gravel soil[D]. Nanjing: Hohai University, 2009. (in Chinese))
    [8]
    FANG Y S, ISHIBASHI I.Static earth pressures with various wall movements[J]. Journal of Geotechnical Engineering, 1986, 112(3): 317-333.
    [9]
    东南大学, 浙江大学, 湖南大学, 等. 土力学[M]. 北京: 中国建筑工业出版社, 2010.
    (Southeast University, Zhejiang University, Hunan University, et al.Soil mechanics[M]. Beijing: China Architecture & Building Press, 2010. (in Chinese))
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