Double-layer Support Technology of Large-section Loess TunnelBy Benching Method

Li Guoliang1、Song Ye2、Li Lei1、Wang Xindong1、Li Bo2

Strategic Study of CAE ›› 2014, Vol. 16 ›› Issue (8) : 54-63.

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PDF(6837 KB)
Strategic Study of CAE ›› 2014, Vol. 16 ›› Issue (8) : 54-63.

Double-layer Support Technology of Large-section Loess TunnelBy Benching Method

  • Li Guoliang1、Song Ye2、Li Lei1、Wang Xindong1、Li Bo2

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Abstract

Relying on the construction under crossing the existed south Tongpu Railway with a small included angle at Gaoqiao tunnel of Zhengzhou-Xi’an high speed rail, carrying out the test and study, the mechanical characteristics and key construction techniques of the double-layer support system of large-section loess tunnels by benching method are acquired. It successfully resolved the construction difficulties of super-large-section tunnel (171m2) under crossing the operating railway in the depth of only 11m under sandy neoloess, thus to have the significant reference for the design and construction of the similar engineering.

Keywords

large-section loess tunnel / benching method / double-layer support / under crossing

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Li Guoliang,Song Ye,Li Lei,Wang Xindong,Li Bo. Double-layer Support Technology of Large-section Loess TunnelBy Benching Method. Strategic Study of CAE, 2014, 16(8): 54‒63
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