摘要宁波地下储气库(LPG)工程,采用挪威施工方法(NMT),依照Q系统进行工程地质工作,该施工法提倡利用喷钢纤维混凝土作为洞室永久支护手段,使得支护工作比网喷法更为有效和节省时间。洞室在开挖过程中遵循了动态设计(design as your drive)的原则。支护类型的最终选择决定于每一个开挖循环后对洞室围岩分类的Q值的确定、岩石力学分析和工程地质评价。
1MAO Da-wei,NILSEN B,LU Ming.Analysis of Loading Effects on Reinforced Shotcrete Ribs Caused by Weakness Zone Containing Swelling Clay[J].Tunneling and Underground Space Technology,2011,26(1):472-480.
3GRIMSTAD E,KANKES K,BHASIN R,et al.Rock Mass Quality Q Used in Designing Reinforced Ribs of Sprayed Concrete and Energy Absorption[R].Norway:Norwegian Geotechnical Institute,2002.
4BARTON N.Some New Q-value Correlations to Assist Insite Characterisation and Tunnel Design[J].International Journal of Rock Mechanics & Mining Sciences,2002,39(2):185-216.
5BARTON N,GRIMSTAD E.The Q-system Following Thirty Years of Developmem and Application in Tunneling Projects[R].Austria:International Society for Rock Mechanics,2004.