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WANG En-yu, ZHOU Hai-zuo, ZHENG Gang, HE Xiao-pei, YANG Shi-fei, WEI Jian-hua. Numerical analyses of deformation of inclined pile-retained excavations[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 73-76. DOI: 10.11779/CJGE2019S1019
Citation: WANG En-yu, ZHOU Hai-zuo, ZHENG Gang, HE Xiao-pei, YANG Shi-fei, WEI Jian-hua. Numerical analyses of deformation of inclined pile-retained excavations[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 73-76. DOI: 10.11779/CJGE2019S1019

Numerical analyses of deformation of inclined pile-retained excavations

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  • Received Date: April 29, 2019
  • Published Date: July 14, 2019
  • The application of inclined piles can efficiently limit the deformation of retaining structures, save the cost and reduce the duration of the construction. However, there are few researches on the theories and technologies about the deformation and various forms of inclined piles. A series of inclined pile-retained excavation models simulated by FEM software Plaxis3D are employed to estimate the characteristics of pile deflection and ground settlement of several different inclined pile-retained excavations.
  • [1]
    MAEDA T, SHIMADA Y, TAKAHASHI S, et al.Design and construction of inclined-braceless excavation support applicable to deep excavation[C]// International Conference on Soil Mechanics and Geotechnical Engineering. Paris, 2013: 2051-2054.
    [2]
    郑刚, 白若虚. 倾斜单排桩在水平荷载作用下的性状研究[J]. 岩土工程学报, 2010, 32(增刊1): 39-45.
    (ZHENG Gang, BAI Ruo-xu.Behaviors study of inclined single row contiguous retaining piles under horizontal force[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S1): 39-45. (in Chinese))
    [3]
    ZHENG G, YANG X, ZHOU H, et al.Numerical modeling of progressive failure of rigid piles under an embankment load[J]. Canadian Geotechnical Journal, 2019, 56: 23-34.
    [4]
    ZHENG G, YANG X, ZHOU H, et al.A simplified prediction method for evaluating tunnel displacement induced by laterally adjacent excavations[J]. Computers and Geotechnics, 2018, 95: 119-128.
    [5]
    周海祚, 郑刚, 李笑穹, 等. 软土地铁结构非线性地震反应分析[J]. 天津大学学报 (自然科学与工程技术版), 2016, 49(4): 361-368.
    (ZHOU Hai-zuo, ZHENG Gang, LI Xiao-qiong, et al.Nonlinear seismic responses analysis of subway structure in soft soil[J]. Journal of Tianjin University (Science and Technology), 2016, 49(4): 361-368. (in Chinese))

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