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收稿日期: 2009-05-13
修回日期: 2009-11-23
网络出版日期: 2010-01-06
Construction Technology to Cope with Large Scale Deepburied
Fillingtype Karst Caves during Tunnel Construction
Received date: 2009-05-13
Revised date: 2009-11-23
Online published: 2010-01-06
以新大巴山隧道溶洞处理为例,根据溶洞的发育特点,简要介绍岩溶的处理方案及桩基加固的施工工艺,从大管棚超前支护,小导管径向注浆,钢管桩及旋喷桩处理等几个方面对大型充填型溶洞处理技术进行探讨,希望能给类似工程处理提供参考。
代伟 , 李贺勇 . 隧道深埋大型充填型溶洞施工技术[J]. 隧道建设, 2009 , 29(6) : 689 -693 . DOI: B
Taking the treatment of the karst caves encountered during the construction of new Dabashan tunnel as an example, the authors briefly present the treatment scheme for karst caves and the reinforcement method for pile tundations. The authors make further discussion on the treatment technology for large scale fillingtype karst caves in terms of advance reinforcement by large pipe roof, radial grouting through small pipes, steel pipe pile and jet grouting pile. This paper can provide reference for similar projects in the future.
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