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The restoration of San Paolo Church in Pisa: geotechnical aspects

机译:比萨圣保罗教堂的修复:岩土工程

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San Paolo a Riva d'Arno is an important medieval church located in Pisa, on the south bank of the Arno river. Its existence is documented before 1032, most probably around 925: its actual configuration, however, was reached only at the end of 14th ctentury. Structural diseases, following damages by bombing during World War II,have affected the church over the last decades; cracks in the perimeter walls and problems to the wooden frames of the roof are progressively appearing. After recent earthquakes the evolution of the statical situation has forced the authorities to close the church to the public. A comprehensive investigation on both the subsoil and the structure has been carried out with the aim of conceiving, designing and implementing suitable remedial works. Particular attention has been given to the collection of quantitative data about the foundation: layout, depth, thickness and state of conservation of the masonry. Geophysical techniques, such as electric tomography and ground penetrating radar, have been attempted with doubtful results; a special technique, consisting in small diameter holes drilled through the masonry with an instrumented drilling machine, was eventually developed. To investigate earthquake effects, a thorough analysis of local amplification of seismic action has been performed. Local seismic response of the subsoil has been analysed by different techniques applied to two different subsoil models; the results obtained evidence of significant differences among the different analyses and in comparison with the prescriptions of the Italian Seismic Code.
机译:San Paolo a Riva d'Arno是一座重要的中世纪教堂,位于阿尔诺河南岸的比萨。它的存在被记录在1032年之前,最有可能在925年左右:但是,它的实际配置仅在第14世纪末才达到。在第二次世界大战期间,炸弹造成的破坏使结构性疾病在过去几十年中影响了教堂。围墙的裂缝和屋顶木框的问题正在逐渐出现。在最近的地震之后,静态局势的演变迫使当局向公众关闭教堂。为了构思,设计和实施适当的补救措施,已经对底土和结构进行了全面调查。特别注意有关基础的定量数据的收集:砌体的布局,深度,厚度和保存状态。已经尝试了诸如电层析成像和探地雷达等地球物理技术,但结果令人怀疑。最终开发了一种特殊的技术,该技术包括用仪器化的钻孔机在砌体中钻出的小直径孔。为了调查地震影响,已经对地震作用的局部放大进行了彻底的分析。已经通过将不同的技术应用于两个不同的地下模型来分析地下土的局部地震响应。结果表明,与意大利地震法的规定相比,不同分析之间存在显着差异。

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