首页> 外文期刊>Bulletin of Volcanology: Journal of the International Association of Volcanology and Chemistry of the Earth s Interior >Risk assessment of the impact of pyroclastic currents on the towns located around Vesuvio: a non-linear structural inverse analysis
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Risk assessment of the impact of pyroclastic currents on the towns located around Vesuvio: a non-linear structural inverse analysis

机译:火山碎屑流对维苏威火山周围城镇影响的风险评估:非线性结构反分析

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In a.d. 79, the catastrophic eruption of Vesuvio, which later was described in two famous letters by Pliny the Younger to Tacitus the Historian, destroyed Pompeii, Hercolaneum, Oplontis and Stabiae, resulting in many thousand of victims. After a few hours of the eruption, the several-kilometre-high volcanic column began to collapse, provoking strong air shocks as well as destructive pyroclastic density currents, which travelled down the volcano slopes. In 2000, an archaeological excavation survey, which was performed on the east slope of the volcano in the Terzigno–Vesuvio area at a distance of about 5 km from the vent, brought to light the ruins of several Roman villas that were completely destroyed by these currents during the a.d. 79 eruption. The present paper proposes a new structural analysis, which starts from the study of the damage produced on partially collapsed masonry walls, and determines the dynamic pressures of the currents that overran this site. The non-linear structural analysis, which is based on strength values obtained by means of experimental tests, is of the ''inverse type'' and takes into account the limit behaviour of the ancient Roman masonry. The values of the dynamic pressures that were capable of producing the collapse of the masonry walls were obtained by utilising a modern limit analysis theory. The obtained results show that dynamic pressures of a few kPa (1–5) were able to cause masonry buildings to collapse. These values are consistent with those proposed in some of the latest volcanological studies made by numerical simulations of pyroclastic flow propagation. It is shown here that these dynamic pressures are even able to determine the collapse of both modern reinforced concrete and masonry wall buildings that are largely present in the area. Therefore, in possible future eruptions, dynamic pressures of this magnitude would flatten a large urbanised area, where ~700,000 people are currently living. The obtained results give a better definition of both the risk to pyroclastic currents in possible Vesuvio eruptions and provide new guidelines for construction in the neighbouring zones.
机译:在广告中。 79年,维苏威火山的灾难性喷发,后来由年轻的普林尼写给历史学家塔西us的两封著名信中描述,摧毁了庞贝,赫拉科涅姆,奥普洛蒂斯和斯塔比亚,造成成千上万的受害者。喷发几个小时后,几公里高的火山柱开始坍塌,引发强烈的空气冲击以及破坏性的火山碎屑密度流,这些电流沿着火山坡传播。 2000年,在Terzigno-Vesuvio地区火山的东坡上,距发泄孔约5公里,进行了一次考古发掘调查,发现了一些被这些建筑物完全摧毁的罗马别墅的废墟广告期间的最新动态79爆发。本文提出了一种新的结构分析方法,该方法从对部分倒塌的砌体墙产生的破坏的研究开始,并确定了越过该位置的水流的动态压力。非线性结构分析基于通过实验测试获得的强度值,属于“反型”分析,并考虑了古罗马砌体的极限行为。利用现代极限分析理论获得了能够引起砌体墙倒塌的动压力值。获得的结果表明,几千帕(1–5)的动压能够导致砖石建筑倒塌。这些值与通过火山碎屑流传播的数值模拟进行的一些最新火山学研究中提出的值一致。此处显示,这些动压力甚至能够确定该地区大量存在的现代钢筋混凝土和砌体墙建筑物的倒塌。因此,在将来可能发生的喷发中,如此巨大的动压会压平目前居住着约70万人的大型城市化地区。获得的结果更好地定义了可能的维苏威火山喷发中火山碎屑流的风险,并为邻近地区的建设提供了新的指导方针。

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