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注浆整治盾构隧道横向大变形下地层响应现场试验研究

YE Zhenwei ZHANG Dongming ZHANG Jinzhang HUANG Hongwei SHAO Hua

岩土工程学报2026,Vol.48Issue(1):78-87,10.
岩土工程学报2026,Vol.48Issue(1):78-87,10.DOI:10.11779/CJGE20240680

注浆整治盾构隧道横向大变形下地层响应现场试验研究

Field test insights on mechanical behaviors of ground around a large deformed shield tunnel rehabilitated by grouting

YE Zhenwei 1ZHANG Dongming 1ZHANG Jinzhang 1HUANG Hongwei 1SHAO Hua2

作者信息

  • 1. College of Civil Engineering,Tongji University,Shanghai 200092,China||Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education,Shanghai 200092,China
  • 2. Shanghai Rail Transit Maintenance Support Co.,Ltd.,Shanghai 200070,China
  • 折叠

摘要

Abstract

At present,light-disturbance grouting technology has been widely applied in controlling and rehabilitating the transverse deformation of existing shield tunnels.However,there is a lack of corresponding research on the stratigraphic mechanical response during the minor-disturbance grouting process.This paper relies on a case study of transverse deformation rehabilitation of shield tunnels treated with minor-disturbance grouting in Shanghai.A lining ring is selected as a test ring at the site,with pressure sensors installed on both sides of the grouting hole to monitor the variations in earth pressure and pore water pressure.Based on this,the variations of the additional earth pressure,excess pore water pressure,and effective stress near the grouting hole during the grouting process are analyzed.Furthermore,the mechanical response of the ground at the test location induced by the grouting process of three adjacent grouting holes is further analyzed.On this basis,the slurry distribution coefficients in the existing grouting efficiency equations are corrected in conjunction with the additional earth pressure variations during grouting,and this provided a new idea for quantitatively characterizing the uncertainty of the grouting body in a two-dimensional plane and the design of grouting parameters in engineering practice.

关键词

盾构隧道/微扰动注浆/横向收敛/土压力/现场实测

Key words

shield tunnel/minor-disturbance grouting/transverse convergence/earth pressure/field measurement

分类

建筑与水利

引用本文复制引用

YE Zhenwei,ZHANG Dongming,ZHANG Jinzhang,HUANG Hongwei,SHAO Hua..注浆整治盾构隧道横向大变形下地层响应现场试验研究[J].岩土工程学报,2026,48(1):78-87,10.

基金项目

国家重点基础研究发展计划项目(2021YFF0502200) (2021YFF0502200)

上海申通地铁集团有限公司科研计划项目(JS-KY22R005-3) (JS-KY22R005-3)

上海市科技创新行动计划技术标准项目(22DZ2206200)This work was supported by the National Key Research and Development Program of China(Grant No.2021YFF0502200),Shanghai Shentong Metro Group Co.,Ltd.Research Program Project(Grant No.JS-KY22R005-3)and Shanghai Municipal Science and Technology Innovation Action Plan Technical Standards Project(Grant No.22DZ2206200). (22DZ2206200)

岩土工程学报

1000-4548

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