里斯本地震遗址效应:复杂地质和形态条件的作用

IF 3.8 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Liliana Oliveira, Rui Carrilho Gomes, Sara Amoroso, Alessandro Pagliaroli, Paula Teves-Costa
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引用次数: 0

摘要

里斯本的历史地震、社会经济重要性和人口密度使其具有中度到高度的地震风险。该市的地质环境包括倾斜层、土壤沉积中的沉积岩层交错、同一地质单元中的砂层和粘土层,导致剪切波速度反转的情况以及每个地质单元内岩土特性的巨大差异。里斯本市的形态特征是有多座山丘和相对较浅的溪谷,溪谷中布满冲积层。里斯本的地震场地效应是通过使用线性等效方法进行数值模拟评估的,并采用了欧洲规范 8 葡萄牙国家附件中定义的两种地震作用类型:(i) 在可获得钻孔数据和地球物理数据的地点建立覆盖城市的一维底土模型;(ii) 沿代表地质环境和形态的三个横截面建立二维底土模型。该市放大系数的分布显示了一种与影响地震土壤响应的地层特征有关的模式,如存在高厚度覆盖沉积、显著的剪切波变化、冲积谷地、峰顶或显著的坡度变化和倾斜层。二维/一维频谱比突出了二维地震效应更为重要的区域。数值分析中确定的土壤因子始终大于 Eurocode 8 中规定的土壤因子值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Seismic site effects in Lisbon: the role of complex geological and morphological conditions

Seismic site effects in Lisbon: the role of complex geological and morphological conditions

Lisbon’s historical seismicity, socioeconomic importance and population density contribute to a moderate to high seismic risk. The geological setting of the city includes cases of inclined layers, interbedding sedimentary rock layers in soil deposits, sand and clay layers in the same geological unit, leading to cases of shear wave velocity inversion and a large scatter of geotechnical properties within each geological unit. The morphological setting of the city is characterised by the existence of several hills and relatively shallow, stream-carved valleys filled with alluvial deposits. The seismic site effects in Lisbon were assessed through numerical simulation using the linear equivalent method and adopting the two types of seismic action defined in the Portuguese National Annex of Eurocode 8: (i) one-dimensional subsoil models covering the city, at sites where borehole data and geophysical data were available; (ii) two-dimensional subsoil models along three cross-sections representative of the geological settings and morphology. The distribution of amplification factors in the city revealed a pattern related to ground characteristics that impact seismic soil response, such as the presence of high-thickness cover deposits, significant shear-wave variations, alluvial valleys, a crest or significant slope variations and inclined layers. The 2D/1D spectral ratio highlighted the areas were 2D seismic effects are more important. The soil factor determined in the numerical analyses was consistently greater than the soil factor values indicated in Eurocode 8.

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来源期刊
Bulletin of Earthquake Engineering
Bulletin of Earthquake Engineering 工程技术-地球科学综合
CiteScore
8.90
自引率
19.60%
发文量
263
审稿时长
7.5 months
期刊介绍: Bulletin of Earthquake Engineering presents original, peer-reviewed papers on research related to the broad spectrum of earthquake engineering. The journal offers a forum for presentation and discussion of such matters as European damaging earthquakes, new developments in earthquake regulations, and national policies applied after major seismic events, including strengthening of existing buildings. Coverage includes seismic hazard studies and methods for mitigation of risk; earthquake source mechanism and strong motion characterization and their use for engineering applications; geological and geotechnical site conditions under earthquake excitations; cyclic behavior of soils; analysis and design of earth structures and foundations under seismic conditions; zonation and microzonation methodologies; earthquake scenarios and vulnerability assessments; earthquake codes and improvements, and much more. This is the Official Publication of the European Association for Earthquake Engineering.
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