ISSN 2096-4498

   CN 44-1745/U

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Tunnel Construction ›› 2005, Vol. 25 ›› Issue (6): 47-49,56.

• wenzhang • Previous Articles     Next Articles

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

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