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Torino Metro Line 1: use of three TBM-Epbs in Very Coarse Grained Soil Conditions

机译:Torino Metro第1行:在非常粗糙的土壤条件下使用三个TBM-EPB

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Earth Pressure Balance type Tunnel Boring Machines (TBM – EPB) were introduced in the tunneling industry about 30 years ago with the aim of facilitating mechanized excavation in ground containing a significant proportion of fine grained soils, which were problematic for the existing slurry shield machines (TBM – SS). Until recently, TBM-EPB applications have continued to be limited to ground containing fine grained soil and low water permeability because of the difficulty, in coarse grained soil, of controlling the earth pressure transferred to the tunnel face. However, the addition of fines in the excavation chamber has permitted efficient and economical TBM – EPB employment in coarse grained soils of mainly sand and gravel. Therefore, these machines are gradually increasing their market. One example of successful TBM – EPB exacavation in highly permeable coarse grained soils is Turin’s first subway line, which includes 9 km of tunnels, 15 stations, a train depot and control centre, building protection measures and other secondary structures. Construction began in November 2000 and the metro line shall be operational at the end of 2005. Tunneling was completed between October 2002 and March 2005 with three earth pressure balance tunnel boring machines (EPB-TBMs) in Turin’s fluvial and glacial deposits of gravel, sand and cobbles in a silty matrix, with a grain-size curve falling outside the typical normally recognised limits of application of EPB shields. Soil improvement by grouting was undertaken to limit risk of damage to pre-existing structures potentially influenced by tunnel excavation. Ground conditioning in the excavation chamber took place with injection of a mix of a calcium carbonate filler in water, to compensate the natural grain-size curve and integrate use of traditional ground conditioning foams. A monitoring system with over three thousand instruments, based on a Web-GIS architecture, was installed to control safety during construction. The Turin experience is a clear demonstration that, taking correct measures, it is possible, even in an urban context which requires careful control of ground settlements, to economically employ EPB shields in very coarse and highly permeable soils, traditionally considered unsuitable for these machines.
机译:土压平衡式隧道掘进机(TBM - EPB)在隧道行业分别介绍一下30年前含细粒土的显著的比重,这是对现有的泥水平衡盾构机有问题便于地面机械化开挖的目的( TBM - SS)。直到最近,TBM-EPB应用已经继续被局限于包含细粒土和因难以低透水性地面,在粗粒土,控制转移到隧道面的土压力。然而,在挖掘室加入细粉已经允许有效,经济地TBM - 在粗EPB就业晶主要砂石的土壤。因此,这些机器逐渐增加自己的市场。成功TBM的一个例子 - 在高度可渗透的粗粒土EPB exacavation是都灵的第一地铁线路,其包括隧道9公里,15个车站,列车集中处和控制中心,建筑物保护措施和其他二级结构。工程开始于2000年11月和2005年隧道在都灵的碎石,砂的河流和冰川沉积物2002年10月和2005年3月有三个土压平衡式隧道掘进机(EPB-隧道掘进机)之间完成了地铁一号线将在年底投入使用。和鹅卵石在粉质矩阵,具有粒度曲线下降EPB屏蔽的应用程序的典型正常识别限度之外。通过灌浆土壤改良被承担损害预先存在的隧道开挖影响的潜在结构的限制风险。在挖掘地面室调理发生在水中具有碳酸钙填料的混合物的注射,以补偿自然粒度曲线和整合使用传统的地面调理泡沫。超过三千仪器监测系统的基础上,一个Web-GIS架构,安装施工过程中控制的安全性。都灵经验清楚地表明,采取正确的措施,这是可能的,即使是在城市环境中,需要地表沉降的严格控制,在经济上采用EPB盾非常粗,高度渗透的土壤,传统上认为不适合这些机器。

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