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Shallow tunnel construction using a new tunneling technique: M-CAM

机译:使用新的隧道技术进行浅层隧道施工:M-CAM

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摘要

Due to limitations with a conventional cut and cover method in urban areas and instability issuesrnand long construction duration with the New Austrian Tunneling Method, a new shallow tunneling technique,rnthe M-CAM, has been developed and applied to the Busan Subway Line No.1 Extension Project in South Korea.rnThe method includes installation of umbrella arch and additional steel arch supports to form a roof at the tunnelrncrown. Then, the roof is structurally integrated with a pre-installed CPW(Continuous PileWall) to transfer loadrnat the roof to the base ground. To verify structural stability and safety of the M-CAM, numerical analyses andrnreal-time monitoring have been conducted. The monitoring results showed 9mm ground settlement, 5.9mmrndisplacement at the tunnel crown and 0.7MPa stress of the shotcrete, corresponding to 45%, 26% and 37% ofrnthe analysis results, respectively. Furthermore, the method showed significant advantages in duration and costrnduring construction.
机译:由于城市地区常规的覆盖和覆盖方法的局限性以及新奥地利隧道方法的不稳定性问题和较长的工期,因此,开发了一种新型浅隧道技术,即M-CAM,并将其应用于釜山地铁1号线韩国的扩展项目。该方法包括安装伞形拱和额外的钢拱支撑以在隧道冠上形成屋顶。然后,屋顶在结构上与预先安装的CPW(连续桩墙)集成,以将屋顶的荷载传递到基础地面。为了验证M-CAM的结构稳定性和安全性,已经进行了数值分析和实时监控。监测结果表明,地表沉降为9mm,隧道顶部位移为5.9mm,喷射混凝土的应力为0.7MPa,分别相当于分析结果的45%,26%和37%。此外,该方法在工期和建造成本方面显示出显着的优势。

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