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Multi-hazard fragility analysis for fluvial dikes in earthquake- and flood-prone areas

机译:地震和普通地区河流堤防的多危害脆弱性分析

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摘要

The paper presents a methodology for the multi-hazard fragility analysis offluvial earthen dikes in earthquake- and flood-prone areas due toliquefaction. The methodology has been applied for the area along the RhineRiver reach and adjacent floodplains between the gauges at Andernach andDüsseldorf. Along this domain, the urban areas are partly protected bydikes, which may be prone to failure during exceptional floods and/orearthquakes. The fragility of the earthen dikes is analysed in terms ofliquefaction potential, characterized by the factor of safety estimated usingthe procedure of Seed and Idriss (1971). Uncertainties in the geometrical andgeotechnical dike parameters are considered in a Monte Carlo simulation(MCS). Failure probability of the earthen structures is presented in the formof a fragility surface as a function of both seismic hazard andhydrologic/hydraulic load.
机译:本文提出了多危害脆弱性分析的方法由于地震和普遍的地区的河流土堤防液化。该方法已经沿着莱茵河施加了该地区河到Andernach的河段和邻近的洪泛区杜塞尔多夫。沿着这个领域,城市地区部分受到保护堤防,在特殊洪水和/或期间,可能易于失败地震。沿着土堤的脆弱是分析的液化电位,其特征在于使用安全为特征种子和idriss(1971)的程序。几何和地理的不确定性在蒙特卡罗模拟中考虑了岩土上的堤防参数(MCS)。物质结构的失效概率以形式呈现脆弱表面作为地震危害的函数水文/液压负荷。

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