Experimental study on site and topographic effects on seismic responses in single-sided slopes

IF 8.4 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Moon-Gyo Lee , Chang-Guk Sun , Han-Saem Kim , Yun-Wook Choo , Hyung-Ik Cho
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引用次数: 0

Abstract

Topographic effects can alter seismic ground motion characteristics, resulting in complex seismic responses on slopes, ridges, and other irregular terrains. While the significance of topographic amplification has been observed in historical earthquakes and extensively studied, quantifying and parameterizing the variations in seismic motion caused by these effects remains challenging. This study investigates the seismic responses of single-sided slopes under topographic and site influences using geotechnical centrifuge modeling. Various input motions, including actual earthquake records, were applied to identical slope models with different subsoil thicknesses. The results revealed that topographic amplification at the slope crest was frequency-dependent, contrary to the conventional assumption of uniform topographic amplification factors. Significant resonances were identified at specific frequencies associated with topographic and site features, leading to notable crest amplification. Amplification was further enhanced when the resonant frequencies of topographic and site features converged. Through comprehensive analysis in the time, frequency, and time–frequency domains, we evaluated the resonant frequency bands induced by topographic and site features and their amplifications. Additionally, the study confirmed that the seismic responses of the slope models to actual earthquake motions closely resembled those of sinusoidal waves with similar frequency characteristics, supporting the reliability and field applicability of the findings. These insights improve our understanding of topographic and site effects on seismic ground motion and highlight the need to accurately incorporate these effects into design spectra for regions with complex terrain.
场地和地形对单面边坡地震反应影响的试验研究
地形效应可以改变地震地面运动特征,在斜坡、山脊和其他不规则地形上产生复杂的地震反应。虽然在历史地震中已经观察到地形放大的重要性,并进行了广泛的研究,但量化和参数化这些影响引起的地震运动变化仍然具有挑战性。本文采用离心模拟方法研究了地形和场地影响下单面边坡的地震反应。各种输入运动,包括实际地震记录,应用于具有不同地基厚度的相同边坡模型。结果表明,坡顶的地形放大是频率相关的,这与传统的地形放大系数均匀的假设相反。在与地形和场地特征相关的特定频率上识别出显著的共振,导致显著的波峰放大。当地形特征和场地特征的共振频率趋于一致时,放大效应进一步增强。通过时间域、频率域和时频域的综合分析,我们评估了地形和场地特征引起的共振频带及其放大。此外,研究证实了边坡模型对实际地震运动的地震反应与具有相似频率特征的正弦波的地震反应非常相似,支持了研究结果的可靠性和现场适用性。这些见解提高了我们对地形和场地对地震地面运动的影响的理解,并强调了将这些影响准确地纳入复杂地形地区的设计谱的必要性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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