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Volume 41 Issue S1
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LI Lian-xiang, HUANG Jia-jia, JI Xiang-kai. Lateral pressures on retaining wall of composite foundation in clayey soils[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 89-92. DOI: 10.11779/CJGE2019S1023
Citation: LI Lian-xiang, HUANG Jia-jia, JI Xiang-kai. Lateral pressures on retaining wall of composite foundation in clayey soils[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 89-92. DOI: 10.11779/CJGE2019S1023
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Lateral pressures on retaining wall of composite foundation in clayey soils

  • 1. Foundation Pit and Deep Foundation Engineering Research Center, Shandong University, Jinan 250061, China;
    2. School of Civil Engineering, Shandong University, Jinan 250061, China

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  • Received Date: April 28, 2019
  • Published Date: July 14, 2019
    Graphical Abstract
    • Abstract
  • Due to the technological progress and good economic benefits, a large number of existing projects have adopted composite foundation. Because of the combined effects of piles and soils, the composite foundation can effectively reduce the deformation and lateral displacement of foundation. Based on the studies on the side pressures of composite foundation in sandy soil obtained by the centrifugal tests and finite element analysis models for sandy composite foundation, the ABAQUS finite element analysis models for composite foundation in clayey soils are established to analyze the influences of the additional loads, cohesive forces, internal friction angles and stiffnesses of retaining wall on the lateral pressures on the retaining wall, and the distribution of the lateral pressures along depth is obtained. The research is helpful to the effective design of supporting structures, to control the deformation of composite foundation and superstructure, and to save the cost of engineering projects.
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    • References (5)
  • [1]
    刘燕, 聂淑敏, 刘涛. 既有地下结构对基坑位移的遮拦效应研究[J]. 岩土工程学报, 2014, 36(增刊2): 400-403.
    (LIU Yan, NIE Shu-min, LIU Tao.Sheltering effect of existing subsurface structures on displacement of retaining wall of foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(S2): 400-403. (in Chinese))
    [2]
    张陈蓉, 黄茂松. 基坑开挖引起的邻近建筑物桩基变形受力响应[J]. 岩土工程学报, 2012, 34(增刊): 565-570.
    (ZHANG Chen-rong, HUANG Mao-song.Behavior of pile foundation due to excavation-induced lateral soil movement[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(S0): 565-570. (in Chinese))
    [3]
    JGJ120—2012 建筑基坑支护技术规程[S]. 2012. (JGJ120—2012 Technical Specification for Retaining and Protection for Building Foundation Excavations[S]. 2012. (in Chinese))
    [4]
    黄佳佳. 既有复合地基形成机制与支护开挖力学性状研究[D]. 济南: 山东大学, 2018.
    (HUANG Jia-jia.Study on formation mechanism and mechanical properties of existing composite foundation with adjacent excavation[D]. Jinan: Shandong University, 2018. (in Chinese))
    [5]
    李连祥, 符庆宏, 张永磊, 等. 基坑离心模型试验开挖方法研究与应用[J]. 岩石力学与工程学报, 2016, 35(4): 856-864.
    (LI Lian-xiang, FU Qing-hong, ZHANG Yong-lei, et al.Research and application of a new excavation method in centrifuge model test on foundation pit engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2016,35(4): 856-864. (in Chinese))
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