Ground motions around a partially filled semi-circular alluvial valley with a lined tunnel under cylindrical SH waves

IF 4.2 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL Soil Dynamics and Earthquake Engineering Pub Date : 2024-11-12 DOI:10.1016/j.soildyn.2024.109073
Bo He , Yuanming Lai , Lizhou Wu , Shuairun Zhu , Xu Li
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Abstract

The interaction between surface irregularities and underground tunnels has notable effect on seismic waves, resulting in amplification or attenuation of ground motions. However, previous studies for scattering issue induced by the interaction between irregular topographies and understructures were only based on the assumption of plane shear horizontal (SH) waves. Actually, the significance of source effects on topographic amplification cannot be underestimated. Meanwhile, the thickness and material damping of local alluvium can exert momentous influence on ground motions. In this study, a series solution is proposed to tackle the scattering phenomenon caused by a partially filled semi-circular alluvial valley with a lined tunnel under cylindrical SH waves, and the impact of source distance on the ground motions of the irregular topography with a tunnel is revealed for the first time. Firstly, the wave-function expansion approach and classical mirror image method are developed to constructive wave-function expressions in different polar coordinate systems. Then, applying the appropriate Graf's addition formula, it becomes possible to unify the coordinate systems for different subregions. Furthermore, according to continuity conditions of stress and displacement, the region-matching technique is adopted to determine the unknown coefficients of the algebraic equations. Finally, to illustrate the interaction between a partially filled alluvial valley and a lined tunnel on ground motions, a comprehensive parametric analysis is performed in both the frequency and time domains. A significant finding is that ground motions of combined topography is affected by the source location, and the source distance cannot be disregarded unless the source distance surpasses 100-time valley width. This indicates the need to closely examine how the source location influences the amplification effect due to combined topography, particularly when the source is near the terrain.
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在圆柱形 SH 波作用下,带衬砌隧道的半圆形冲积谷地周围的地面运动
地表不规则地形与地下隧道之间的相互作用会对地震波产生显著影响,导致地面运动的放大或衰减。然而,以往对不规则地形与地下结构相互作用引起的散射问题的研究仅基于平面剪切水平(SH)波的假设。实际上,震源效应对地形放大的影响不容低估。同时,当地冲积层的厚度和材料阻尼也会对地面运动产生巨大影响。本研究针对带衬砌隧道的部分充填半圆形冲积谷地在圆柱 SH 波作用下产生的散射现象,提出了一种系列解法,首次揭示了源距对带隧道不规则地形地面运动的影响。首先,建立了波函数展开方法和经典镜像法,以构造不同极坐标系下的波函数表达式。然后,应用适当的格拉夫加法公式,可以统一不同子区域的坐标系。此外,根据应力和位移的连续性条件,采用区域匹配技术确定代数方程的未知系数。最后,为了说明部分充填的冲积河谷和衬砌隧道之间的相互作用对地面运动的影响,在频域和时域进行了全面的参数分析。一个重要的发现是,组合地形的地面运动受到震源位置的影响,除非震源距离超过 100 倍的谷宽,否则不能忽略震源距离。这表明有必要仔细研究震源位置如何影响组合地形引起的放大效应,特别是当震源靠近地形时。
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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