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Study on Damage of Hard Rock TBM Induced by Tunneling Through Jointdenselydeveloped Hard Rock Section and Countermeasures

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  • (China Railway Tunnel Stock Co., Ltd., Zhengzhou 450001, China)

Received date: 2012-05-17

  Revised date: 2012-06-05

  Online published: 2012-10-16

Abstract

When hard rock TBM drives through jointdenselydeveloped hard rock section during the construction of Zhongtianshan railway tunnel, the cutter head and cutting tools are seriously damaged, the driving efficiency is lowered and the construction cost is increased. The modes and causes of the damage of the cutter head and cutting tools are analyzed and countermeasures are proposed. In the end, successful driving through the jointdenselydeveloped hard rock section is achieved, the construction schedule is guaranteed, and the construction cost is reduced. The paper can provide reference for similar projects in the future.

Cite this article

HUANG Wenpeng . Study on Damage of Hard Rock TBM Induced by Tunneling Through Jointdenselydeveloped Hard Rock Section and Countermeasures[J]. Tunnel Construction, 2012 , 32(4) : 587 -593 . DOI: 10.3973/j.issn.1672-741X.2012.04.028

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