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The crossing of the historical centre of Roma by the new underground line C: a study of soil-structure interaction for historical buildings

机译:新的地下线C穿越罗姆人的历史中心:历史建筑的土-结构相互作用研究

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摘要

This work deals with the soil structure-interaction problems posed by the construction of the third line of Roma underground (Line C), which, in its central stretch, crosses the historical centre of the city with significant interferences with the archaeological and monumental heritage. The paper describes the methodological approach developed to evaluate the effects of tunnelling on the existing monuments and historical buildings, starting from a careful geotechnical and structural characterisation and including the development of reliable geotechnical and structural models. Experts in several disciplines were committed to this multidisciplinary work, ranging from geologists to geotechnical and structural engineers, archaeologists, and professionals working in the field of conservation and restoration of works of art and monuments. The study of the interaction between the construction activities and the built environment was carried out following procedures of increasing level of complexity, from green field analyses, in which the stiffness of the existing buildings was neglected, to full soil-structure interaction analyses, performed in both two- and three-dimensional conditions, accounting for the stiffness of existing buildings and considering possible long-term effects. The paper illustrates the main aspects of this procedure, using the example case studies of the Basilica di Massenzio and of the building of the Amministrazione Doria Pamphili.
机译:这项工作解决了罗马地下三号线(C线)的建设所带来的土壤结构相互作用问题,该线的中央延伸线横穿了城市的历史中心,对考古和纪念性遗产产生了重大干扰。本文描述了一种方法学方法,以评估隧道对现有古迹和历史建筑物的影响,方法是从仔细的岩土和结构特征入手,包括开发可靠的岩土和结构模型。从地质学家到岩土和结构工程师,考古学家以及在艺术品和古迹保护和修复领域工作的专业人员,多个学科的专家致力于这项多学科的工作。按照增加复杂程度的程序对建筑活动与建筑环境之间的相互作用进行了研究,从可以忽略现有建筑物刚度的绿地分析到在建筑物中进行的完整的土-结构相互作用分析,均应按以下步骤进行:二维和三维条件,考虑了现有建筑物的刚度并考虑了可能的长期影响。本文以马森齐大教堂(Basilica di Massenzio)和Amministrazione Doria Pamphili建筑的案例研究为例,说明了该程序的主要方面。

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