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Shaking table tests on seismic response and damage mode of tunnel linings in diverse tunnel-void interaction states

机译:不同隧道-空洞相互作用状态下隧道衬砌地震响应及破坏模式的振动台试验

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摘要

The voids between the primary and the secondary linings for tunnel structures can be regarded as the worst contact state, which is deemed as serious tunnel quality defect. Recently, researchers have attempted to study tunnel linings behavior with the voids mostly in static state but these sort of defective tunnel linings are easier to destroy by earthquake. A shaking table-based method to determine the behavior of tunnels subject to the voids behind linings can be the ideal method to study their interaction in seismic dynamic states. This paper presents results from a series shaking table tests on scaled tunnel models with and without the void on the lining crown under increasing seismic intensities excitations. Details of experimental setup and procedures are described first and then the test results are presented. The test results are discussed based on the acceleration amplification factors, tension-compression strains, and damage patterns. The comparison shows that the peak acceleration on the outer surface of lining crown with a void is greater than without a void after inputting the peak ground acceleration (PGA) beyond 0.4 g regardless of the excitation directions. Each monitoring point on lining models without a void is mainly in the reasonable stress state and the most adverse strain state generates on the arch springing. There is nearly no strains difference between lining models in tight and loose contact states while the input PGA grows from 0.2 g to 0.4 g. However, plenty of tension strains appear and increase from the crown to the sidewall of lining model with a void with the input PGA increasing from 0.6 g to 1.0 g. Accordingly, multiple longitudinal cracks along axis of lining model are generated from the crown to the sidewall but three annular cracks on outer surface of lining crown should be focused attention. Finally, it is found that tunnel models behavior with and without voids behind the linings in the shaking table tests compared favorably with that in seismic damage instances.
机译:隧道结构的主衬层和次衬层之间的空隙可被认为是最差的接触状态,被认为是严重的隧道质量缺陷。最近,研究人员已尝试研究大多数处于静止状态的空隙的隧道衬砌行为,但这类有缺陷的隧道衬砌更容易被地震破坏。一种基于振动台的方法来确定受衬砌后空洞影响的隧道的行为,是研究其在地震动态状态下相互作用的理想方法。本文介绍了在增加地震烈度激励下,在衬砌拱顶上有无空洞的比例隧道模型上进行的一系列振动台试验结果。首先介绍实验设置和程序的详细信息,然后介绍测试结果。根据加速度放大系数,拉伸压缩应变和损伤模式讨论了测试结果。比较表明,在输入峰值地面加速度(PGA)超过0.4 g时,不管激励方向如何,带有空隙的衬砌胎冠外表面的峰值加速度都大于没有空隙的情况。衬砌模型上没有空隙的每个监测点主要处于合理的应力状态,并且在拱形弹簧上产生最不利的应变状态。当输入PGA从0.2 g增加到0.4 g时,在紧密和松散接触状态下,衬砌模型之间几乎没有应变差异。但是,大量的张力应变会出现,并且会从衬砌模型的冠部到侧壁增加,并带有空隙,而输入的PGA从0.6 g增加到1.0 g。因此,从胎冠到侧壁会产生沿衬砌模型轴线的多个纵向裂纹,但应引起重视。最后,发现在振动台试验中,隧道模型在衬砌后面有无空隙的行为与地震破坏实例相比具有优势。

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