1673-159X

CN 51-1686/N

抗拔桩研究进展综述

A Review of Research Progress on Uplift Pile

  • 摘要: 基于 VOSviewer 软件,对抗拔桩研究的相关文献进行了文献计量分析,总结了该领域文献在年度发文量、国家间合作及关键词共现等方面的情况。在此基础上,系统梳理了抗拔桩在试验研究、数值模拟和理论分析方面的研究进展。试验研究包括现场试验与室内模型试验,重点探讨了不同桩型在多种地质条件下的抗拔性能;数值模拟方面,介绍了有限元法、有限差分法及离散元法在抗拔桩受力分析中的应用;理论研究则总结了抗拔桩承载力计算方法及变形破坏模式的研究成果。研究表明,在复杂地质条件和多荷载耦合作用下,抗拔桩的力学响应和长期性能尚存诸多待解问题,亟须进一步探索以完善设计理论、优化施工工艺,为实际工程提供更加可靠的技术支撑。

     

    Abstract: Based on VOSviewer software, this paper conducted bibliometrics on the relevant literature of uplift pile research, revealed the annual number of publications, international cooperation, and keyword co-occurrence in this field. On this basis, it systematically reviewed the research progress on uplift piles in three aspects: experimental studies, numerical simulations, and theoretical analyses. The experimental studies include field tests and laboratory model tests, with a focus on the uplift resistance of different types of piles under various geological conditions. Regarding numerical simulations, the applications of the finite element method, finite difference method, and discrete element method in the force analysis of uplift piles were introduced. The theoretical research summarizes the calculation methods for the bearing capacity of uplift piles and the research results on their deformation and failure modes. The research results show that many issues remain to be resolved regarding the mechanical responses and long-term performance of uplift piles under complex geological conditions and multi - load interactions. It is urgently necessary to further explore these issues to refine the design theories, improve the construction techniques, and provide more reliable technical support for practical engineering.

     

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