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Seepage Flow Model and Deformation Properties of Coastal Deep Foundation Pit under Tidal Influence

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  • Shu-chen Li
  • Can Xie
  • Yan-hong Liang
  • Qin Yan

Abstract

As the coastal region is the most developed region in China, an increasing number of engineering projects are under construction in it in recent years. However, the quality of these projects is significantly affected by groundwater, which is influenced by tidal variations. Therefore, the regional groundwater dynamic characteristics under tidal impact and the spatiotemporal evolution of the seepage field must be considered in the construction of the projects. Then, Boussinesq function was introduced into the research to deduce the seepage equation under tidal influence for the coastal area. To determine the spatiotemporal evolution of the deep foundation pit seepage field and the coastal seepage field evolution model, numerical calculations based on changes in the tidal water level and seepage equation were performed using MATLAB. According to the developed model, the influence of the seepage field on the foundation pit supporting structure in the excavation process was analyzed through numerical simulations. The results of this research could be considered in design and engineering practice.

Suggested Citation

  • Shu-chen Li & Can Xie & Yan-hong Liang & Qin Yan, 2018. "Seepage Flow Model and Deformation Properties of Coastal Deep Foundation Pit under Tidal Influence," Mathematical Problems in Engineering, Hindawi, vol. 2018, pages 1-10, April.
    • Handle: RePEc:hin:jnlmpe:9714901
    DOI: 10.1155/2018/9714901
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    Cited by:

    1. Ji Chen & Qi Xu & Xinyu Luo & Angran Tian & Sujing Xu & Qiang Tang, 2022. "Safety Evaluation and Energy Consumption Analysis of Deep Foundation Pit Excavation through Numerical Simulation and In-Site Monitoring," Energies, MDPI, vol. 15(19), pages 1-14, September.

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