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隧道建设(中英文) ›› 2005, Vol. 25 ›› Issue (6): 47-49,56.

• 施工技术 • 上一篇    下一篇

圆梁山隧道2#溶洞段施工技术

陈建   

  1. 中铁隧道集团渝怀指挥部酉阳409800
  • 收稿日期:2004-09-06 出版日期:2005-12-20 发布日期:2009-12-19
  • 作者简介:陈建|男|生于1965年4月15日.文化程度:大专|1992年毕业于西安铁路工程职工大学铁道工程专业|现技术职称:工程师。

Construction Technology of No.2 Karst Cave
Section of Yuanliangshan Tunnel

CHEN Jian   

  1. YuHuai Railway Construction Headquarters of China Railway Tunnel Group Co., Ltd.,
    Youyang 409800, Chongqing|China
  • Received:2004-09-06 Online:2005-12-20 Published:2009-12-19

摘要:

渝怀铁路23标段圆梁山隧道2#溶洞位于毛坝向斜的高压富水段,水平剖面纵向宽度50m,在部分泄水的条件下测试水压为3.013MPa,且溶洞内富含粉细砂。本文主要介绍2#溶洞段顺利地实现全断面贯通的开挖施工技术。

Abstract:

No.2 karst cave of Yuanliangshan Tunnel on YuHuai railway is located in the Maoba syncline section where there exists rich highpressured water. The longitudinal width of the level profile of No. 2 karst cave is 50m. The water pressure measured under the condition of partial water discharge is 3.013 MPa. Furthermore, the karst cave contains a large amount of fine silt sand. The emphasis of the article is placed on the introduction of the excavation technology adopted in the fullface breakthrough of No.2 karst cave section of the tunnel.

Key words: high water level  , waterrich section karst cave  , tunnel  , excavation technology