Abstract:Research purposes:When the mountain tunnel cuts through the fault - fracture zone,the high pressure water often emerges.If the reasonable measures are not taken,it will frequently induce the water and mud inrush and collapse,even induces the debris flow,which will seriously threaten the construction safety and delay the construction progress.It will deteriorate ecological environment in the worse situation. So the effective measures should be taken for the construction safety and the ecological environment protection when the tunnel cuts through the high pressure and enriched water region of fault - fracture zone.
Research conclusions:As the Qiyueshan Tunnel cut through the high pressure and enriched water region of the Fault 11,the maximum volume of water inrush and the water pressure during boring stage were up to 1800 m3/h and 3.2 MPa respectively and it brought out the big construction risk. According to the principle of " Taking water blocking as the main factor with the water draining in limitation" ,the mixed slurry of the sulphate aluminium cement single-fluid slurry,common cement single-fluid slurry,and cement and sodium silicate mixed slurry with the rational proportioned parameter of mixing slurries during the construction progress was used for blocking the water in the high water pressure and enriched water area ahead of the working face and the high pressure water was effectively controlled with the water-seal curtain. Meanwhile the crushed surrounding rocks in front were reinforced.It paved the way for the construction safety and the surrounding ecological environment protection and could be as the reference to similar works in the future.
卢 炜,汪玉华. 齐岳山隧道 F11 断层注浆截水帷幕施工技术[J]. 铁道工程学报, 2011, 28(7): 88-93.
LU Wei,WANG Yu -hua. Construction Technology of Grouting Water - seal Curtain for Fault 11 in Qiyueshan Tunnel. 铁道工程学报, 2011, 28(7): 88-93.
Zhang Mei,Zhang Minqing,Sun Guoqing,Technology for Treating Burst Port of Filling Solution Cavity with High - pressure and Rich Water of Yesanguan Tunnel on Yichang - Wanzhou Railway[J]. Journal of Railway Engineering Society,2010(3) : 81-86.