Study of reasonable support parameters for open-cut tunnel floor with shallow burial depth and abundant groundwater on seaside

TIAN Tian; CHEN Wei-zhong; YU Jian-xian; ZHENG Peng-qiang; YUAN Jing-qiang

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Study of reasonable support parameters for open-cut tunnel floor with shallow burial depth and abundant groundwater on seaside

更新时间：2026-06-25

- Study of reasonable support parameters for open-cut tunnel floor with shallow burial depth and abundant groundwater on seaside
- Vol. 34, Issue S2, (2013)
- 作者机构：
  
  1. 中国科学院武汉岩土力学研究所岩土力学与工程国家重点试验室,湖北,武汉,430071
  2. 山东大学岩土与结构工程研究中心,山东,济南,250061
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU473
- Online First：19 November 2013，
  
  Published：2013
- 稿件说明：
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TIAN Tian, CHEN Wei-zhong, YU Jian-xian, et al. Study of reasonable support parameters for open-cut tunnel floor with shallow burial depth and abundant groundwater on seaside[J]. 2013, 34(S2).
DOI：

TIAN Tian, CHEN Wei-zhong, YU Jian-xian, et al. Study of reasonable support parameters for open-cut tunnel floor with shallow burial depth and abundant groundwater on seaside[J]. 2013, 34(S2). DOI：

摘要

沿海地区深基坑设计施工都十分重视其抗浮问题，在深基坑开挖前掌握抗拔桩对于基坑隆起和围护结构变形及受力规律十分重要，其研究成果对于节约工程成本和保证基坑施工安全具有重要的指导意义。以港珠澳大桥侧接线拱北海关隧道明挖段为依托，首先建立抗拔桩与土体的硬接触模型，并验证该模型对于抗拔桩模拟的合理性，采用极差分析法研究底板不同桩长和桩径加固对基坑围护结构稳定性的影响规律。分析结果表明，增大桩长可更有效地减小地表沉降，增大桩径可更好地控制连续墙的变形，增大桩长和桩径都可以很好地控制坑底隆起。

Abstract

Geotechnical engineers attach great importance to the uplift problem in design and construction of the deep foundation on the seaside. It is very important to know upheaval of foundation and deformation of support structure due to uplift pile before deep excavation

which can save the project cost and ensure the safety of construction. This case study how to deal with the excavation of open-cut section of Gongbei tunnel. The hard contact model of uplift pile and soil is established. And the simulated results are in good accordance with simulation of the uplift pile. Use the range analysis method to study the effect rule of deformation and stress of the whole support structure caused by the change of the length and diameter of pile. The results are obtained as follows: By increasing the pile length can be more effective to reduce the surface settlement; the larger the pile diameter is

the smaller the deformation of retaining wall is; Increasing the length and diameter of pile can control the upheaval of foundation effectively.

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