Probabilistic fault displacement Hazard analysis in an extensional setting: Application to a strategic Dam and methodological implications

IF 6.9 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Alessio Testa , Paolo Boncio , Bruno Pace , Francesco Mirabella , Cristina Pauselli , Maurizio Ercoli , Eugenio Auciello , Francesco Visini , Stéphane Baize
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Abstract

We present a Probabilistic Fault Displacement Hazard Analysis (PFDHA) for a strategic dam located in the Upper Tiber Valley (Northern Apennines of Italy) claimed to be sited on a supposed capable fault (Montedoglio fault). We verify the seismic capability of the Montedoglio fault through detailed geological and geophysical analyses. We find no evidence for considering the Montedoglio fault as an active and capable structure, the fault being constituted by a system of discontinuous parallel faults, apparently inactive since more than 56 ± 3 ka, and likely unable to nucleate strong surface rupturing earthquakes. Since the dam lies on the hanging wall of the closest major active fault of the area (Anghiari normal fault, ∼1.5 km away), we investigate the likelihood of having distributed faulting at the dam's site in case of a strong surface-rupturing earthquake occurring on the Anghiari fault. We apply a probabilistic approach to obtain hazard curves of exceedance of vertical displacement at the dam's site for different rupture scenarios. We show that the mean hazard curve is always below an annual frequency of exceedance of 1 × 10−5, corresponding to displacement values below 1 cm over 100,000 years of return period. The study highlights several weaknesses and uncertainties in using PFDHA with state-of-the-art models, suggesting the need for improvements to enhance their applicability in earthquake engineering geology practice.
伸展环境中的概率断层位移危险分析:战略大坝的应用和方法论影响
我们对位于上台伯河谷(意大利北部亚平宁山脉)的一座战略大坝进行了断层位移危险概率分析(PFDHA),该大坝位于一个假定的地震能力断层(Montedoglio 断层)上。我们通过详细的地质和地球物理分析验证了 Montedoglio 断层的抗震能力。我们没有发现任何证据表明 Montedoglio 断层是一个活跃和有能力的结构,该断层由不连续的平行断层系统组成,显然自超过 56 ± 3 ka 以来就没有活动过,很可能无法引发强烈的地表破裂地震。由于大坝位于该地区最近的主要活动断层(安吉利正断层,距离大坝 1.5 千米)的悬壁上,我们研究了在安吉利断层上发生地表强烈地震时,大坝所在地发生分布式断层的可能性。我们采用概率方法得出了不同断裂情况下坝址垂直位移超限的危险曲线。结果表明,平均危险曲线的年超标频率始终低于 1 × 10-5,对应于 10 万年重现期的位移值低于 1 厘米。这项研究强调了在使用 PFDHA 和最先进模型时存在的一些弱点和不确定性,表明有必要加以改进,以提高其在地震工程地质实践中的适用性。
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来源期刊
Engineering Geology
Engineering Geology 地学-地球科学综合
CiteScore
13.70
自引率
12.20%
发文量
327
审稿时长
5.6 months
期刊介绍: Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.
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