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Volume 34 Issue suppl
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JIANG Jie, GU Qian-yan, HUANG Mao-song. Nonlinear analysis for settlement of vertically loaded single pile in dock pits after excavation[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 212-216.
Citation: JIANG Jie, GU Qian-yan, HUANG Mao-song. Nonlinear analysis for settlement of vertically loaded single pile in dock pits after excavation[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(suppl): 212-216.
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Nonlinear analysis for settlement of vertically loaded single pile in dock pits after excavation

  • (1. China Shipbuilding NDRI Engineering Co., Ltd., Shanghai 200063, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China)

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  • Received Date: November 12, 2012
  • Published Date: November 12, 2012
    Graphical Abstract
    • Abstract
  • The load transfer method is adopted to obtain the simplified nonlinear analysis of settlement of vertically loaded single pile in dock pits after excavation. Considering the overconsolidation effect and nonlinear interaction between piles and soils, the theoretical model agrees with the fact quite well. The governing equation of single pile is solved by the finite difference method. The results of the finite element are compared with the calculated results, which proves the predictive capacity of the proposed method.
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    • References (8)
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