第四纪晚期古山谷系统的地震放大:佩斯卡拉古山谷(意大利中部)的二维地震响应分析

IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL Engineering Geology Pub Date : 2024-08-25 DOI:10.1016/j.enggeo.2024.107697
Andrea Di Martino , Giulia Sgattoni , Federico Purri , Alessandro Amorosi
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引用次数: 0

摘要

要进行可靠的场地特征描述和地面响应分析,就必须全面了解地下特征,包括沉积体的地球物理特性和几何形状。第四纪晚期的古河谷系统在地震灾害评估中经常被忽视,由于其非固结的填充物(剪切波速度为 200 米/秒)以及与邻近基底的强烈反差,该系统具有潜在的威胁。通过结合地球物理和地层学数据的综合方法,我们确定了佩斯卡拉古河谷系统地下的特征。通过对微震颤测量数据进行地质统计插值,绘制了共振频率图,突出了突变,并划定了古河谷的边界。然后将高分辨率岩芯描述与共振频率相关联,从而能够重建古河谷埋藏形态的三维地球物理深度模型。此外,通过分析井下测试的速度剖面,确定了山谷填充层中的五个主要地震/地层。通过横向于古河谷轴线的横截面重建了几何和地层结构,然后将其应用到二维有限元模型中。在计算地震响应时,发现频率与直接观测结果非常吻合的频率具有显著的放大系数。古山谷中心的放大系数在 0.9 至 1.1 赫兹之间达到峰值,向两侧的放大系数高达 5.5 赫兹,达到 4.6 倍。这些研究结果表明,与较简单的地质环境相比,振幅明显增大,并强调了对常见建筑类型的潜在影响。响应谱显示出古河谷系统中的强放大效应,可能导致与 NTC18 准则相比低估了频谱加速度。一维和二维建模方法的比较显示差异极小,这表明谷地的几何形状一般较为平坦,可能不会产生明显的二维效应。然而,当地的地下地层对地震反应的横向变化有很大影响,这强调了详细的地下知识对实际地震反应估算的重要性。
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Seismic amplification of Late Quaternary paleovalley systems: 2D seismic response analysis of the Pescara paleovalley (Central Italy)

Robust site characterization and ground response analysis require a thorough understanding of subsurface features, including geophysical properties and geometries of sediment bodies. Late Quaternary paleovalley systems, often overlooked in seismic hazard assessments, represent a potential threat due to their unconsolidated infill (with shear wave velocities <200 m/s) and sharp contrast with the adjacent substrate. Through an integrated approach that combined geophysical and stratigraphic data, we characterized the subsurface of the Pescara paleovalley system. Geostatistical interpolation of microtremor measurements enabled mapping resonance frequencies, highlighting abrupt changes and delineating the paleovalley boundaries. High-resolution core descriptions were then correlated with resonance frequencies, enabling the reconstruction of a 3D geophysical depth model of the buried paleovalley morphology. Furthermore, analyzing velocity profiles from down-hole tests led to the identification of five main seismic/stratigraphic layers within the valley fill. The geometry and facies architecture were reconstructed through a cross-section transversal to the paleovalley axis and then implemented into a 2D finite element model. Seismic response was computed, revealing significant amplification factors at frequencies closely matching the direct observations. Amplification factors peaked at frequencies between 0.9 and 1.1 Hz in the paleovalley center and up to 5.5 Hz towards the flanks, reaching a factor of 4.6. These findings suggest a notable increase in amplification amplitude compared to simpler geological contexts and emphasize the potential impact on common building types. Response spectra show strong amplifications in the paleovalley system, potentially leading to an underestimation of spectral accelerations compared to NTC18 guidelines. The comparisons of 1D and 2D modeling approaches revealed minimal differences, indicating that the generally flat geometry of the valley may not exhibit clear 2D effects. However, local subsurface stratigraphy strongly influences lateral changes in seismic response, emphasizing the importance of detailed subsurface knowledge for realistic seismic response estimates.

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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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