The Initial Support Deformation Treatment of High Speed Railway Shallow Buried Tunnel Based on Excavation Disturbed Zone Theory
Abstract: Featured by larger excavated section and lower strength of surrounding rock, it’s not easy for HSR (High Speed Railway) shallow buried tunnel to form load-bearing arch after excavation, thus always prone to surface subsidence, and resulting in serious deformation, chipping and cracking of the ini-tial support. To ensure normal subsequent construction and the quality of secondary lining, the de-formed part of the initial support intruding into the secondary lining needs to be replaced and rein-forced. In order to determine the impact of tunnel excavation on surrounding rock, taking the initial support deformation of a certain HSR shallow buried tunnel for example, this paper carries out stress numerical simulation of surrounding rock in the case of support-free excavation, and finally works out the scope of disturbed zone in each construction stage, by determining the set of specific critical failure points radially distributed along the outer excavation contour. On this basis, combin-ing the treatment measures of similar projects, the initial support modal suitable for subsequent excavation can be determined, and all the monitoring indicators during subsequent construction can meet the design requirements. Engineering practices has proved that the disturbed zone analysis method considering certain emergency capacity is effective and feasible.
文章引用: 刘 黎 , 王唤龙 , 邸 成 (2015) 基于松动区理论的高速铁路浅埋隧道初支变形处理方法。 土木工程， 4， 28-36. doi: 10.12677/HJCE.2015.41004
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