Grouting construction technology of high pressure and rich water fault F11 in Qiyueshan Tunnel

Zhuo Yue1,2、Sun Guoqing2

Strategic Study of CAE ›› 2009, Vol. 11 ›› Issue (12) : 82-86.

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PDF(649 KB)
Strategic Study of CAE ›› 2009, Vol. 11 ›› Issue (12) : 82-86.

Grouting construction technology of high pressure and rich water fault F11 in Qiyueshan Tunnel

  • Zhuo Yue1,2、Sun Guoqing2

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Abstract

Karst caves and faults are big challenges in tunnel construction. Water gushing happens in these strata frequently, which affects construction schedule and construction safety. Qiyueshan Tunnel on Yichang-Wanzhou Railway crosses underground rivers, karst caves and fractured faults in high pressure and water gushing strata. Fractured fault F11, which has high water pressure, large volume of water gushing and complicated geological condition, is the key of the whole tunnel. Taking the technologies of grouting, water control and rock collapse prevention adopted for fault F11 as an example, the authors present the new construction scheme, new construction technology and new effect examination method for water control and rock collapse prevention in high pressure and rich water fault F11. This paper can provide reference for similar projects in the future.

Keywords

Qiyueshan Tunnel / fractured fault / technical challenges / new construction scheme / new construction technology / effect examination method

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Zhuo Yue,Sun Guoqing. Grouting construction technology of high pressure and rich water fault F11 in Qiyueshan Tunnel. Strategic Study of CAE, 2009, 11(12): 82‒86
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