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新建后祠隧道爆破振动对既有隧道的影响研究

钟元庆

路基工程Issue(6):130-137,8.
路基工程Issue(6):130-137,8.DOI:10.13379/j.issn.1003-8825.2017.06.27

新建后祠隧道爆破振动对既有隧道的影响研究

Study on Impact of the Newly Constructed Houci Tunnel Blasting Vibration on the Existing Tunnel

钟元庆1

作者信息

  • 1. 福建厦蓉高速公路漳龙段扩建工程有限公司,福建龙岩364000
  • 折叠

摘要

Abstract

The blasting construction of newly constructed tunnel inevitably influences the existing tunnel's safety.Based on the extension project of Houci tunnel in Xiarong highway of Fujian Province,the influence law of the newly constructed tunnel blasting vibration on the existing tunnel is studied.Combined field monitoring with numerical simulation,the dynamic response characteristics of the cross-section and axis direction of the existing tunnel is obtained,which is pointed out to be influenced obviously by multiple external factors (surrounding rock type,the thickness of mid-adjacent rock,the excavation size,free-surface condition).

关键词

新建隧道/既有隧道/爆破振动/现场监测/三维数值模拟

Key words

newly constructed tunnel/existing tunnel/blasting vibration/field monitoring/three-dimensional numerical simulation

分类

交通工程

引用本文复制引用

钟元庆..新建后祠隧道爆破振动对既有隧道的影响研究[J].路基工程,2017,(6):130-137,8.

路基工程

1003-8825

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