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Evaluation of Dynamic Resistance Toyserkan Doolayi Tunnel by Rock Bolt and Reinforced Shotcrete Composite System

机译:岩螺栓和钢筋混凝土复合系统评价动态电阻Toyserkan Doolayi隧道

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Doolayi Tunnel is located in Toyserkan is one of the strategic tunnels that connect Hamedan to west provinces of Iran. This tunnel was excavated in proximity to Sannandaj-Sirjan active fault, is exposed to landslide hornfels stone and groundwater . It means that due to occurrence of possible destructive earthquake in this region tunnel demolition, as a result of undesirable geology conditions is definite. In this article dynamic behavior of tunnel is studied by FLAC 3D V3.00 software. Moreover, an optimum arrangement of Rock Bolt and Reinforced Shotcrete is proposed to be able to have the most stability against accompanied effects of quake and groundwater .The results of this study indicate that using of composite system, in addition to make dynamic stability of tunnel; significantly decreases displacement, swelling, settlement, stress and shear stress.
机译:Doolayi隧道位于Toyserkan,是将Hamedan与西郊连接到伊朗的战略隧道之一。这条隧道偏远地偏离Sannandaj-Sirjan活性断层,暴露在滑坡和地下水中。这意味着由于这种区域在该区域可能的破坏性地震发生,因此由于不期望的地质条件是明确的。在本文中,FLAC 3D V3.00软件研究了隧道的动态行为。此外,提出了一种最佳地布置岩螺栓和增强的喷射克雷特,以能够对地震和地下水的伴随效果具有最大的稳定性。该研究的结果表明,使用复合系统,除了产生隧道的动态稳定性。显着降低位移,膨胀,沉降,应力和剪切应力。

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