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雁门关隧道富水段软弱围岩初期支护开裂变形控制技术

邓伯科

铁道标准设计Issue(1):97-100,4.
铁道标准设计Issue(1):97-100,4.

雁门关隧道富水段软弱围岩初期支护开裂变形控制技术

Control Technology on Cracking and Deformation of Primary Support in Soft and Weak Surrounding Rocks of Water-rich Section of Yanmenguan Tunnel

邓伯科1

作者信息

  • 1. 中铁十二局集团第二工程有限公司,太原030032
  • 折叠

摘要

Abstract

The construction for cracking and deformation controlling of the primary support in soft and weak surrounding rocks of Yanmenguan Tunnel was taken as an example in this paper, which was located on Beitongpu Line that was adjusted as a straight line. The geological condition revealed in the process of construction was introduced, and the causes of cracking and deformation of surrounding rocks and its primary support were analyzed. Finally, construction techniques and methods of cracking and deformation controlling of primary support in soft and weak surrounding rocks in water-rich section of tunnel were proposed in this paper, with the innovation of new construction techniques which consists of anchor tubes locked by steel arch frame.

关键词

铁路隧道/软弱围岩/初期支护/开裂变形/控制技术

Key words

railway tunnel/ soft and weak surrounding rocks/ primary support/ cracking and deformation/ control technology

分类

交通工程

引用本文复制引用

邓伯科..雁门关隧道富水段软弱围岩初期支护开裂变形控制技术[J].铁道标准设计,2013,(1):97-100,4.

铁道标准设计

OA北大核心CSTPCD

1004-2954

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