土工基础 ›› 2021, Vol. 35 ›› Issue (6): 654-658.

• 工程实录 • 上一篇    下一篇

复杂地质条件下超长DX桩数值模拟研究

田龙龙,熊玉成   

  1. (中国石油工程建设有限公司北京设计分公司,北京 100085)
  • 收稿日期:2020-08-14 修回日期:2020-08-19 出版日期:2021-12-30 发布日期:2021-12-24
  • 作者简介:田龙龙(1989-),男,工程师,研究方向为岩土工程勘察设计。

Numerical Simulation Study on DX Pile in Complex Geological Condition

TIAN Longlong, XIONG Yucheng   

  1. (Beijing Design Division, China Petroleum Engineering & Construction Co., Beijing 100085)
  • Received:2020-08-14 Revised:2020-08-19 Online:2021-12-30 Published:2021-12-24

摘要: 以广东沿海某钻孔灌注桩试桩工程为背景,根据沿海区域大厚度粉细砂层夹杂碎石、淤泥层的复杂地质条件下进行的超长DX试验桩施工及检测结果,采用FLAC3D差分数值模拟软件,模拟了DX桩受力破坏情况下的桩土共同作用应力场分布、沉降变形规律、地基土塑性区分布、桩身轴力及支盘体截面应力变化等,分析探讨了DX桩荷载传递机理、承载特性和破坏形式,并与试桩检测结果进行对比分析。

关键词: DX桩, FLAC3D, 数值模拟, 承载特性

Abstract: The DX pile is a new proprietary type of bored reinforced cast-in-place concrete pile with multiple enlarged shaft sections. This paper presents a case history of the installation, analysis, and load testing of long bored DX piles in Guangdong coastal area. The coastal project site is characterized with soft peaty soils and thick silty fine sand with gravel. The commercial finite difference software, FLAC3D, was used to simulate performance of the DX pile under failure load. The stress field distribution, development of settlement at pile, development of plastic zone in the surrounding soils, axial force in the pile and the stress changes in the enlarged shaft sections are evaluated. The loading transfer mechanism and failure mode under axial loading are discussed in the paper. The results are also compared with the test results.


Key words: DX columns, FLAC3D software, numerical simulations, axial capacity

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