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下穿省道高速公路隧道施工变形与控制分析OA

Construction Deformation and Control Analysis of Underpass Provincial Highway Tunnel

中文摘要英文摘要

文中利用数值模拟方法分析高速公路隧道开挖对省道基底的变形影响,提出了省道基底变形的控制措施,并实时监测隧道开挖过程中隧道围护结构及省道的变形.结果表明,当开挖进尺超过30m后,路基变形控制降幅达50%;无论有无支护结构,隧道开挖都会对省道基底变形产生影响;采用洞口边仰坡稳定控制以及洞内隧道开挖变形控制技术对隧道开挖进行加固处理,施工后,所有断面的变形值均趋于稳定,且未超过设计方案预警值,即采用的变形控制技术施工效果良好,施工质量安全可靠.

In this paper,the influence of expressway tunnel excavation on provincial basement deformation is analyzed by numerical simula-tion,and the control measures for provincial basement deformation are proposed.The deformation of tunnel envelope and provincial road is mo-nitored in real time during tunnel excavation.The results show that the controlled reduction of subgrade deformation reaches 50%when the ex-cavation penetration exceeds 30 m.No matter whether there is support structure or not,tunnel excavation will affect the basement deformation of provincial highway.The slope stability control at the edge of the entrance and the tunnel excavation deformation control technology in the tun-nel are used to strengthen the tunnel excavation.The deformation value of all sections tends to be stable after construction,and does not exceed the warning value in the design scheme,that is,the deformation control technology adopted has good construction effect,and the construction quality is safe,reasonable and reliable.

高万旭

四川省铁路建设有限公司,四川 成都 610072

交通运输

高速公路隧道下穿省道数值模拟实时监测控制技术施工变形

Expressway tunnelUnderpass dartNumerical simulationReal-time monitoringControl technologyConstruction deformation

《江西建材》 2024 (4)

93-94,97,3

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