Engineering geology model for seismic vulnerability assessment of critical infrastructures

S. Fabbrocino, P. Paduano, G. Lanzano, G. Forte, F. Santucci de Magistris, G. Fabbrocino
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引用次数: 4

Abstract

Abstract The development of reliable subsoil models is one of the key points for the assessment of the seismic performance of existing strategic infrastructures, especially in many European countries where the seismic hazard varies from moderate to high. The strategic infrastructures are structures and components which have a crucial role in the social and economic development of a modern country, and include lifelines and industrial plants. Lifelines frequently have a linear development and can be affected by very heterogeneous and complex geological setting. Industrial plants, on the other hand, frequently treat toxic and flammable materials. This paper deals with the definition of an effective geological and geotechnical three-dimensional model of the Biferno River coastal plain in the Molise region (Italy) as a key for a quantitative assessment of real performances of strategic infrastructures. Some remarks on the site seismic vulnerability and on the regional and local geological, geomorphological and hydrogeological conditions are given. The key objective of the seismic vulnerability assessment is discussed in relation to the spatial variability of the geological and geotechnical characteristics.
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关键基础设施地震易损性评价的工程地质模型
开发可靠的地基模型是评估现有战略基础设施抗震性能的关键之一,特别是在许多地震危险性从中等到高度不等的欧洲国家。战略基础设施是在现代国家的社会和经济发展中起关键作用的结构和组成部分,包括生命线和工业厂房。生命线通常呈线性发展,并可能受到非常不均匀和复杂的地质环境的影响。另一方面,工业工厂经常处理有毒和易燃的材料。本文讨论了莫利塞地区(意大利)比费尔诺河沿岸平原的有效地质和岩土三维模型的定义,作为定量评估战略基础设施实际性能的关键。对场址地震易损性及区域和局部地质、地貌、水文地质条件作了评述。讨论了地震易损性评价的主要目标与地质和岩土特征的空间变异性的关系。
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About this title ‐ Developments in Engineering Geology Siting method of the ancients in the excavation of Longyou Caverns, 2000 years ago Study of geology and Carboniferous subcrop topography upon engineering geological mapping of Moscow territory Chapter 2 The Quaternary About this title ‐ Engineering Geology and Geomorphology of Glaciated and Periglaciated Terrains – Engineering Group Working Party Report
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