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Effect of soil improvement on ground movements induced by conventional tunnelling
Tunnelling and Underground Space Technology ( IF 6.7 ) Pub Date : 2024-11-01 , DOI: 10.1016/j.tust.2024.106163 Luca Masini, Federico Bergamo, Sebastiano Rampello
Tunnelling and Underground Space Technology ( IF 6.7 ) Pub Date : 2024-11-01 , DOI: 10.1016/j.tust.2024.106163 Luca Masini, Federico Bergamo, Sebastiano Rampello
Line C of Rome underground will cross the city from southeast to northwest, with a total length of about 25 km, passing through the historical city centre. This is a difficult environment due to many archaeological finds and pre-existing buildings of great historical value. Along stretch T3 of the line two conventional tunnels connect the TBMs launching pit to the new San Giovanni station. They run for a length of 140 m at a depth of about 25 m and reach the station passing at a short distance from the ancient Aurelian Walls (3rd century CE). Excavation of these tunnels was carried out following a three-stage procedure: (i ) excavation of two small diameter tunnels (D = 3 m) using a mini slurry shield machine; (ii ) soil improvement via cement grouting using tubes à manchettes installed radially from the mini-tunnels; and (iii ) conventional excavation of the two running tunnels in the improved soil. An extensive monitoring system was set to control ground movements induced throughout the excavation process.
中文翻译:
土壤改良对常规隧道施工地表移动的影响
罗马地铁 C 线将从东南向西北穿过城市,全长约 25 公里,途经历史悠久的市中心。由于许多考古发现和具有重要历史价值的预先存在的建筑,这是一个困难的环境。沿着线路的 T3 路段,两条常规隧道将隧道掘进机始发坑与新的 San Giovanni 站连接起来。它们全长 140 m,深度约为 25 m,到达车站时,距离古老的奥勒良城墙(公元 3 世纪)不远。这些隧道的挖掘工作分三个阶段进行:(i) 使用小型泥水盾构机挖掘两条小直径隧道 (D = 3 m);(ii) 使用从小型隧道径向安装的管子通过水泥灌浆改良土壤;及 (iii) 在改良土壤中对两条运行隧道进行常规挖掘。设置了一个广泛的监控系统来控制整个挖掘过程中引起的地面移动。
更新日期:2024-11-01
中文翻译:
土壤改良对常规隧道施工地表移动的影响
罗马地铁 C 线将从东南向西北穿过城市,全长约 25 公里,途经历史悠久的市中心。由于许多考古发现和具有重要历史价值的预先存在的建筑,这是一个困难的环境。沿着线路的 T3 路段,两条常规隧道将隧道掘进机始发坑与新的 San Giovanni 站连接起来。它们全长 140 m,深度约为 25 m,到达车站时,距离古老的奥勒良城墙(公元 3 世纪)不远。这些隧道的挖掘工作分三个阶段进行:(i) 使用小型泥水盾构机挖掘两条小直径隧道 (D = 3 m);(ii) 使用从小型隧道径向安装的管子通过水泥灌浆改良土壤;及 (iii) 在改良土壤中对两条运行隧道进行常规挖掘。设置了一个广泛的监控系统来控制整个挖掘过程中引起的地面移动。