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A Study on the Damage Degree of Shield Tunnels Submerged in Overburden Soil During the Thrust Fault Offset

机译:推力故障抵消期间覆盖覆盖物埋藏隧道隧道损伤程度的研究

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When an under-lain thrust fault slips, especially triggered by earthquakes, the overburden soil may deform and fail so that a fault zone also develops inwardly. The research about the deformation and the failure of the overburden soil is an essential issue to evaluating the safety of ground or underground structures near the potential faulted zone. In this study, a MRT tunnel, closed to a thrust fault and fault dip 60 degree, is considered, both of the sandbox experiment and the numerical analyses are adopted to discuss the damage degree of a tunnel submerged in an overburden soil under the thrust faulting. In the numerical analyses, a small-scale model, simulation of the sandbox, is justified according to the experimental results and used to discuss the base behavior of the overburden soil. In addition, a full-scale model is used to evaluate the damage degree of tunnel segments by defining a dangerous factor. Moreover, considering the real behaviors of sand particles, the distinct element method is adopted as well. In the sandbox experiment, the results indicate that the development of the shear zone was apparently hindered by the existence of a model tunnel near the fault tip, and induced significant deformation of the tunnel. In addition, the results from numerical analyses, the finite element method and the distinct element method, are similar to the experimental results. The numerical analysis results of the full-scale model indicate that the damage degree is increased while the tunnel is close to the fault tip, and the footing wall is more dangerous than the hanging wall. The defined dangerous factor is able to reflect the damage degree of the tunnel. In the distinct element analysis, the full-scale model, it can be observed that a fault zone extends from the fault tip to the ground surface, but discussions on the distribution of stress and moment in the tunnel are not included and will be considered in the future study.
机译:当底部的推力故障滑动时,尤其是被地震触发,覆盖层的土壤可能会变形和失败,使故障区域也在向内发展。关于变形和覆盖度土壤的失败的研究是评估潜在断层区域附近的地面或地下结构的安全性的重要问题。在本研究中,考虑了MRT隧道,关闭到推力故障和故障浸渍60度,都采用了两个沙箱实验和数值分析来讨论推力故障下覆盖土壤中淹没的隧道的损伤程度。在数值分析中,根据实验结果,在砂箱模拟砂箱的小规模模型,并用于讨论覆盖度土的基础行为。此外,通过定义危险因素来使用全规模模型来评估隧道段的损坏程度。此外,考虑到砂颗粒的实际行为,也采用了不同的元素方法。在沙箱实验中,结果表明,在故障尖端附近的模型隧道的存在,显然阻碍了剪切区的发展,并引起了隧道的显着变形。另外,来自数值分析,有限元方法和不同元素方法的结果类似于实验结果。全尺度模型的数值分析结果表明,隧道靠近故障尖端时,损坏程度增加,并且脚墙比悬挂墙更危险。定义的危险因素能够反映隧道的损坏程度。在不同的元素分析中,可以观察到完全尺度模型,故障区从故障尖端延伸到地面,但不包括关于隧道中应力和时刻的分布的讨论,并将考虑在未来的研究。

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