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Ground movements in shield tunneling and impacts on railway culvert

机译:盾牌隧道的地面运动和铁路涵洞的影响

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The excavation of the tunnel will inevitably cause the displacement of soil layer, and then further threatens the safety of high-speed railway operation. Under the engineering background of high-speed rail's box culvert, using the technique of MIDAS/GTS, the establishment is based on 3 d finite element model of tunnel, soil mass and box culvert, to analyze the effects of box culvert settlement that led by shield tunnel excavation. The research indicates that tunnel excavation causes settlement of box culvert to some large extents, the soil mass should be reinforced to ensure the safety of the high-speed railway operations during the shield construction.
机译:隧道的挖掘将不可避免地导致土壤层的位移,然后进一步威胁到高速铁路操作的安全性。在高速轨道箱的工程背景下,使用Midas / GTS技术,建立基于3 D有限元模型的隧道,土壤质量和盒子涵洞,分析盒涵洞落下的影响盾隧道挖掘。该研究表明,隧道挖掘导致箱子涵洞沉降到一些大范围,应加强土壤质量,以确保在盾构建设期间的高速铁路操作的安全性。

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