Abstract：The Tieshan Tunnel of Ba-Peng highway is Situated in Dachuan city of Sichuan province with a total length of 2 099 m at 66 northwest of the Tieshan valley- Due to several influence factors, such as the coal mining subsidence, groundwater, weak surrounding rock, etc, disasters occurred in the K14C+ 527~- + 608 section. The disasters in this section included the crack, broken bench cut and rock mass falling of the secondary lining, the bending and shearing break of the reinforcement, and the cracking and leakage of side wall nearby wate channel. These disasters endangered the safety running, the communication was interrupted, and the repairing works were put forward. The repairing methods are introduced mainly in this pa per as follows after reinforcing by grouting for the surrounding rock of the tunnel and its mini ng subsidence region, the secondary lining and its inverted arch, the pavement in serious disaster sections were demolished and the reinforced concrete structures were reconstructed again； in the other hand, the reinforced concrete casing linings were reconstructed for consolidation in general disaster sections.
李治国，曹桢楹. 铁山隧道病害治理技术[J]. 铁道工程学报, 2000, 17(1): 77-81.
LI Zhi-guo, CAO Zhen-ying. TECHNIQUES FOR TREATMENT OF DISASTERS IN TIESHAN TUNNEL. Journal of Railway Engineering Society, 2000, 17(1): 77-81.
2000, Vol. 17 
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