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Dynamic centrifuge tests on isolation mechanism of tunnels subjected to seismic shaking

机译:地震晃动隧道隔震机理的动态离心试验

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Isolation layer is one of the countermeasures to enhance seismic safety of tunnels. Its behavior under earthquake is affected by many factors such as shape of the tunnel, stiffness of the isolation layer and the characteristics of the input motion. However, current knowledge on the effects of these parameters on the seismic behavior of isolation layer is limited to lack of experimental data. This paper focuses on the mechanism of isolation layer, especially the efficacy of input motion frequencies on the seismic behavior of a square tunnel with isolation layer around its outer surface. Dynamic centrifuge tests were carried out on model tunnels which took isolation layer as seismic countermeasure using input motion of sinusoidal waves of different frequencies. Actual records of ground motions, magnified to approximate 15 g peak acceleration, formed the basis of the excitations to verify the actual efficacy. Due to the difference between model material (aluminum alloy) and prototype material (concrete), the similar flexural deformation law and the similar axial deformation law could not be satisfied simultaneously. Given the fact that cross-sectional moments were one of the main factors that influenced the safety of tunnels under dynamic loadings, the similar flexural deformation law was accepted in model preparation. The results show that the bending strains of tunnel with isolation layer around its outer surface are lower than those of tunnel without isolation layer, which indicates that isolation layer has positive effect on moment reduction, especially at corners. Increasing of the input motion frequency decreases the dynamic cross-sectional bending moments. In addition, isolation layer has little influence on frequency contents of acceleration response of tunnel. This study has clarified the mechanism of isolation layer on shock absorption, which is proved to be an effective method to improve the safety of tunnel against earthquake.
机译:隔离层是提高隧道抗震安全性的对策之一。它在地震作用下的性能受许多因素的影响,例如隧道的形状,隔离层的刚度和输入运动的特性。但是,目前关于这些参数对隔离层地震行为影响的知识仅限于缺乏实验数据。本文主要研究隔离层的作用机理,特别是输入运动频率对方形隧道在其外表面周围具有隔离层的抗震性能的影响。使用不同频率正弦波的输入运动,在隔离层作为地震对策的模型隧道上进行了动态离心试验。地面运动的实际记录(放大到大约15 g的峰值加速度)构成了激励以验证实际功效的基础。由于模型材料(铝合金)和原型材料(混凝土)之间的差异,无法同时满足相似的弯曲变形定律和相似的轴向变形定律。考虑到截面力矩是影响动态荷载作用下隧道安全性的主要因素之一,因此在模型准备中也接受了类似的挠曲变形定律。结果表明,带隔离层的隧道其外表面的弯曲应变要小于不带隔离层的隧道的弯曲应变,这表明隔离层对弯矩的减小有积极作用,尤其是在拐角处。输入运动频率的增加会减小动态截面的弯矩。另外,隔离层对隧道加速响应的频率内容影响很小。这项研究阐明了隔离层减震的机理,被证明是提高隧道抗震安全性的有效方法。

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