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首页> 外文期刊>Quarterly Journal of Engineering Geology and Hydrogeology >Uncertainty in ground motion estimates for the evaluation of slope stability during earthquakes
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Uncertainty in ground motion estimates for the evaluation of slope stability during earthquakes

机译:评估地震过程中边坡稳定性的地震动估算的不确定性

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摘要

Three examples of landslides triggered by earthquakes have been examined to consider the natural variability of the slope forming materials, and the uncertainties surrounding input ground motions. These were the landslides at Villa Del Monte, California, Tachia Gorge, Taiwan and Las Colinas, El Salvador which were triggered by the Loma Prieta, (M_W=7.0, 1989), Chi Chi, (M_W=7.6, 1999) and El Salvador (M_W=7.6, 2001) earthquakes respectively. The results of these analyses show a large scatter in the calculated factors of safety for earthquake conditions, some of which indicated stability when failure actually occurred.The models used in the calculation of seismic slope stability yield acceptable results. However, it is clear that the natural variability of slope forming materials has a strong influence on the range of results reported for the analysis of slopes subjected to strong shaking. This variability is exacerbated by limited knowledge about the interaction with seismic waves and slopes resulting in topographic amplification. Such problems are often further complicated by uncertainty and error associated with attenuation relationships.
机译:研究了三个由地震引发的滑坡实例,以考虑坡度形成材料的自然变异性以及输入地面运动周围的不确定性。这些是由Loma Prieta(M_W = 7.0,1989),Chi Chi(M_W = 7.6,1999)和萨尔瓦多引发的加利福尼亚加利福尼亚德尔蒙特别墅,台湾Tachia峡谷和萨尔瓦多Las Colinas的滑坡。 (M_W = 7.6,2001)地震。这些分析的结果表明,在地震条件下计算的安全系数中存在很大的分散性,其中一些指示了实际发生破坏时的稳定性。用于地震边坡稳定性计算的模型得出了可接受的结果。但是,很明显,边坡形成材料的自然变异性对报告的结果范围有很大的影响,这些结果是对遭受强烈晃动的边坡进行分析的结果。关于与地震波和坡度相互作用会导致地形放大的知识有限,加剧了这种可变性。由于与衰减关系有关的不确定性和误差,这些问题通常进一步复杂化。

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