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土压盾构非满舱掘进时压缩空气与地层适应性分析

钟小春 余明学 竺维彬 米晋生 钟长平 黄威然 祝思然

同济大学学报(自然科学版)2024,Vol.52Issue(8):1219-1226,8.
同济大学学报(自然科学版)2024,Vol.52Issue(8):1219-1226,8.DOI:10.11908/j.issn.0253-374x.22383

土压盾构非满舱掘进时压缩空气与地层适应性分析

Adaptability Analysis of Compressed Air and Stratum in Non-full Chamber Excavation of Earth Pressure Shield

钟小春 1余明学 2竺维彬 3米晋生 4钟长平 4黄威然 4祝思然4

作者信息

  • 1. 河海大学 土木与交通学院,江苏 南京 210098
  • 2. 中国能源建设集团江苏省电力设计院有限公司,江苏 南京 210036
  • 3. 广州地铁集团有限公司,广东 广州 510220
  • 4. 广州轨道交通建设监理有限公司,广东 广州 510010
  • 折叠

摘要

Abstract

Aiming at increasing engineering practice of compressed-air-assisted method,based on the numerical calculation model of air-water-solid coupling established by Geostudio Air/w,the influence of different shield tunnel top buried depth,thickness of overlying airtightness layer,stratum property and pressure chamber height on the seepage volume of excavation face was discussed.The results show that:The application case of compressed-air-assisted method in a section of Guangzhou Metro Line 21 is analyzed.The seepage gas volume is controlled within 1.2 m3·min-1.A stable support pressure is established on the excavation surface to ensure that the shield tunneling reaches the micro-disturbance control level.When the earth pressure shield tunneling in silty clay and clay stratum with high airtightness ability,appropriate compressed air can be injected into the pressure chamber to better maintain the stability of the support pressure of the excavation face;To ensure the seepage volume is less than the gas production.When it is difficult to carry out full-cabin excavation in sandy cobble,upper soft and lower hard stratum with large permeability coefficient and unequal geological distribution,the appropriate empty chamber height can be selected according to the buried depth and the thickness of the overlying airtightness layer.When the earth pressure shield crossing permeable stratum and the thickness of the overlying airtightness layer exceeding 10.0m,or the buried depth exceeding 28.0m,compressed air escape amount is less,and it is not easy to occer roof fall under compressed air.

关键词

土压盾构/压力舱/数值模拟/渗气量/开挖面稳定

Key words

earth press balance shield/pressure chamber/numerical simulation/seepage gas volume/excavation face stability

分类

交通工程

引用本文复制引用

钟小春,余明学,竺维彬,米晋生,钟长平,黄威然,祝思然..土压盾构非满舱掘进时压缩空气与地层适应性分析[J].同济大学学报(自然科学版),2024,52(8):1219-1226,8.

基金项目

国家自然科学基金面上项目(52178387,51678217) (52178387,51678217)

同济大学学报(自然科学版)

OA北大核心CSTPCD

0253-374X

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