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隧道偏压明洞错台成因及工程对策
收稿日期: 2015-08-03
修回日期: 2015-09-24
网络出版日期: 2016-02-01
Causes and Countermeasures for Lining Ring Dislocation of Asymmetricallypressured Cutandcover Tunnel
Received date: 2015-08-03
Revised date: 2015-09-24
Online published: 2016-02-01
陈国富 . 隧道偏压明洞错台成因及工程对策[J]. 隧道建设, 2016 , 36(1) : 92 -96 . DOI: 10.3973/j.issn.1672-741X.2016.01.014
The lining structure plays a vital role in the safe operation of cutandcover tunnels, and the dislocation of lining ring will affect the safety of the tunnel entrance structure. Based on the site investigation and numerical simulation, the causes and countermeasures for the dislocation of lining ring of an asymmetricallypressured cutandcover section of a tunnel in East China are analyzed in this paper. The study results show that the lining ring dislocation is mainly related to lateral pressure of soil on the slope. In addition, countermeasures, such as slope displacement monitoring and slope feet and asymmetricallypressured wall balanced backfilling, are suggested, and the results show that these countermeasures achieve good effect. The paper can provide reference for the similar projects in the future.
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