贵昆铁路乌蒙山2号隧道TSP施工技术  

TSP Method in Mountain Wumeng No.2 Tunnel Engineering

作　　者：张甲龙[1] 

机构地区：[1]中铁十三局集团有限公司,吉林长春130033

出　　处：《安徽建筑》2008年第3期119-120,123,共3页Anhui Architecture

摘　　要：隧道掌子面前方和周围的不良地质条件极易引起隧道塌方、涌水,导致人员伤亡、设备毁坏、工期延误,造成重大损失,因此需要采取合理的超前地质预报方法对可能发生地质灾害进行预报。文章就贵昆铁路乌蒙山2号隧道工程中应用的TSP远距离超前探测施工技术方法进行讨论,并提出TSP在特长隧道超前地质预报中的重要作用。The unfavorable geological conditions around and in front of the working face in tunnel engineering will cause collapse of tunneX and surge of underground water resulting in tremendous causalities and equipment damage, Therefore reasonable advance geological prediction method should be adopted to avoid the possible geologic hazard. The article dissects TSP method used in Mountain Wumeng No.2 Tunnel along Railway Gulyang-Kunming and stresses the important role TSP plays in ultra long tuunel engineering.

关 键 词：隧道工程 不良地质 超前地质预报 TSP 不良地质体 

分 类 号：U455.4[建筑科学—桥梁与隧道工程]