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Softening and swelling mechanism affecting south slope of Civita di Bagnoregio (VT)

机译:影响Civita di Bagnoregio(VT)南坡的软化和膨胀机制

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摘要

Civita di Bagnoregio is a small village in Central Italy, located on the top of a hill and affected by landslides that are progressively reducing the urban area. The access consists of a pedestrian bridge that connects Bagnoregio municipality to the village. The south slope beneath the bridge, is involved by frequent instability phenomena. This work describes the analysis carried out and it aimed at the definitions of geological and geotechnical mechanism affecting the above mentioned slope. A geotechnical survey has been carried out. These surveys showed the presence of a superficial layer, resulting from the softening and swelling of underlying clay-silty strongly overconsolidated, responsible for the superficial landslide phenomena. A slope stability and a 3D laser scanner model has been carried out. The analysis demonstrates that a correct design for the landscape preservation and consolidation of unstable towns needs an understanding of triggering mechanism and geotechnical properties of the involved soils.
机译:奇维塔·迪·巴尼奥雷焦(Civita di Bagnoregio)是意大利中部的一个小村庄,坐落在山顶上,受到山体滑坡的影响,山体滑坡逐渐减少了城市面积。该通道由人行天桥组成,该人行天桥将巴尼奥雷焦市与村庄连接起来。桥下的南坡经常发生不稳定现象。这项工作描述了进行的分析,并针对影响上述坡度的地质和岩土力学定义。进行了岩土勘测。这些调查表明存在一个表层,这是由于下面的粘土粉质的软化和溶胀导致过度固结,造成了表层滑坡现象。进行了斜坡稳定性和3D激光扫描仪模型。分析表明,对不稳定城镇的景观保护和固结进行正确的设计需要了解所涉及土壤的触发机制和岩土特性。

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