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基坑加固对既有下卧隧道变形影响研究

伍敏

江西建材Issue(6):217-220,4.
江西建材Issue(6):217-220,4.

基坑加固对既有下卧隧道变形影响研究

Study on the Effect of Pit Reinforcement on the Deformation of Existing Underpass Tunnels

伍敏1

作者信息

  • 1. 中国铁建港航局集团有限公司第四工程分公司,重庆 401220
  • 折叠

摘要

Abstract

Reinforcement of soft ground is a very common measure to ensure the stability of the foundation in pit engineering,while the effect of pit reinforcement on the existing undercrossing tunnels is rarely studied at present.In order to investigate the effect of pit reinforcement on the vertical deformation of the existing undercrossing tunnel,three typical forms of pit bottom reinforcement,namely,full-top reinforcement,skirt reinforcement,and drawbar reinforcement,were selected to reinforce the bottom of the pit at different heights.The test results show that:these three forms of reinforcement have good effect on the suppression of tunnel bulging deformation,and the full-tang reinforcement has the best effect;when the reinforcement height exceeds a certain value,the suppression effect of pit bottom reinforcement on the tunnel bulging de-formation will be changed to the promotion of the tunnel settlement deformation;the support piles construction has the greatest effect on the de-formation of the tunnel in the process of pit construction,and at the same time,it is the largest deformation of the tunnel in the process of pit construction,and it should pay special attention to the support piles construction during the construction of pit.Special attention should be paid to the supporting pile construction stage during the pit construction;The vertical deformation of the undercropping tunnel is mainly affected by the deformation of the pit floor uplift.

关键词

基坑加固/下卧隧道/竖向变形

Key words

Pit reinforcement/Undercrossing tunnel/Vertical deformation

分类

交通运输

引用本文复制引用

伍敏..基坑加固对既有下卧隧道变形影响研究[J].江西建材,2024,(6):217-220,4.

江西建材

1006-2890

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