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Influence of Shield Tunneling Construction on Formation and Existing Tunnel Deformation

机译:盾构隧道施工对地层和既有隧道变形的影响。

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In recent years, the construction of urban subways in China has grown rapidly, which has led to the emergence of undercutting projects under existing tunnels. This paper takes the tunnel of the existing subway line 1 under the shield tunnel of Sanshanjie Station to Chaotiangong Station of Nanjing Metro Line 5 as the engineering background. Dynamic simulation of the double-line shield tunneling process was carried out using the finite element software Midas-GTS NX. It is revealed that the deformation of the stratum and existing tunnels is affected by the construction of shield tunnels. The results show that when the shield tunnel is under the existing tunnel, the stratum and the existing tunnel will produce large uneven settlement. At the same time, a large horizontal displacement is generated for the existing tunnel, thereby causing torsional deformation of the tunnel. This phenomenon will seriously affect the safety of tunnel operations. Therefore, this paper proposes to strengthen the stratum of the intersecting area of the two tunnels.
机译:近年来,中国城市地铁的建设发展迅速,这导致了现有隧道下挖方工程的出现。本文以现有的地铁1号线三山街站盾构隧道至南京地铁5号线朝天宫站的隧道为工程背景。使用有限元软件Midas-GTS NX对双线盾构隧道掘进过程进行了动态仿真。结果表明,盾构隧道的施工影响了地层和现有隧道的变形。结果表明,当盾构隧道位于既有隧道下方时,地层和既有隧道将产生较大的不均匀沉降。同时,现有隧道产生较大的水平位移,从而引起隧道的扭转变形。这种现象将严重影响隧道作业的安全性。因此,本文建议加强两条隧道相交区域的地层。

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