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April 1, 2026现代工程项目管理0 citationsOpen Access

水力耦合效应下钻孔灌注桩施工控制技术研究

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彭彭永文胡胡小鹏郭庶郭 庶

Key Points

  • The study aims to explore construction control techniques for drilled piles affected by hydraulic coupling effects and groundwater.
  • Analyzed the impact of hydraulic coupling on uplift capacity of drilled piles.
  • Conducted uplift tests to assess resistance under varying geological conditions.
  • Performed drilling tests to evaluate the effect of groundwater on hole stability.
  • Developed quality control methods for pile formation under groundwater influence.
  • Identified significant changes in soil properties due to groundwater effects.
  • Proposed measures for controlling uplift performance in drilled piles.
  • Established a reliable method for ensuring hole stability during drilling operations.

Abstract

本文聚焦于水力耦合效应下钻孔灌注桩施工控制技术展开研究。首先阐述了水力耦合效应对地下室抗拔 桩抗拔效果的影响,通过研究复杂地质条件物理力学特征,获取相关力学参数,分析不同土体在地下水作用下的性质 变化,开展抗拔试验并提出抗拔施工效果控制措施。其次,探讨了地下水丰富时钻孔成孔效果控制,进行不同土层的 钻孔试验,分析地下水渗透压力对成孔稳定性的影响,建立成孔质量控制方法。旨在为水力耦合效应下的钻孔灌注桩 施工提供科学有效的控制策略,保障工程质量。

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Cite This Study

彭永文 et al. (2026) studied this question.

synapsesocial.com/papers/69cd79915652765b073a6885https://doi.org/10.37155/2811-0625-0501-18
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