Engineering

Preceding Reinforcing Improvement Research on the Tunnel with Low Permeability Stratum

tlooto Summary

Researchers improve tunnel stability by using rectangular steel instead of traditional reinforcement methods for better arching effect and higher soil load-bearing capacity.

Abstract

Research purposes: When Wuhan metro line 2 went through poor permeability of clay or clay gravel stratum,as a conventional construction method, " small duct grouting in advance" in tunnel arch was difficult to construct,and its advanced reinforcement effect was not obvious. In order to solve this problem,this paper put forward a scheme that the application of steel instead of leading anchor rod or steel tube. By comparing arching effect between rectangular cross- section steel and circular cross- section steel,this paper suggested to adopt the rectangular cross section steel.The results show that the rectangular cross- section steel could improve strengthening effect. And it can accumulate the experience to similar projects.Research conclusions: According to the research,it can be drawn:( 1) For the same width and spacing of the rectangular and circular cross section steel,rectangular steel has better the arching effect,and it can bear higher soil load;( 2) In terms of the bending capacity and price,rectangular section steel is better than that of circular steel tube;( 3) In the small percolation coefficient strata,grouting effect is poor,rectangular steel can be used in place of the small duct grouting in advance for supporting in advance;( 4) The research results can be applied in the tunnel advanced support design.

Citation format

ZHE-FEN, Yang. Preceding reinforcing improvement research on the tunnel with low permeability stratum. Journal of Railway Engineering Society, 2015.