首页> 外文期刊>Quaternary International >Constraining pre-instrumental earthquake parameters from slope stability back-analysis: Palaeoseismic reconstruction of the Guevejar landslide during the 1st November 1755 Lisbon and 25th December 1884 Arenas del Rey earthquakes
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Constraining pre-instrumental earthquake parameters from slope stability back-analysis: Palaeoseismic reconstruction of the Guevejar landslide during the 1st November 1755 Lisbon and 25th December 1884 Arenas del Rey earthquakes

机译:通过边坡稳定性反分析来约束仪器前地震参数:1755年11月1日里斯本和1884年12月25日地震在古韦加尔滑坡的古地震重建

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摘要

Slope stability back-analysis performed for landslides known to have been triggered by an earthquake can provide additional constraints on the size and location of pre-instrumental seismic events. This paper reconstructs the pre-earthquake conditions of a major landslide located in the Granada Basin -the Guevejar landslide, which was triggered twice by the 1755 Lisbon and 1884 Arenas del Rey earthquakes. For each case the minimum seismic acceleration needed to trigger the instability has been calculated, and from this datum the most likely magnitude and epicentral location have been inferred for each event. The results suggest that the moment magnitude of the 1755 Lisbon earthquake was at least 8.5 and that it was located as far as 580 km from the landslide. For the 1884 Arenas del Rey earthquake, the moment magnitude was at least 6.5 and it was located within 55 km of Guevejar. These results indicate the Ventas de Zafarraya Fault as the seismogenic source of the event. Apart from these two major events, other significant historical earthquakes which took place in the Granada Basin are also analysed in the paper. It is confirmed that none of these was able to reactivate the landslide, not even the 1806 Pinos Puente earthquake. The Guevejar landslide is stable under present-day conditions, but it could be reactivated by an earthquake as small as M_w = 4.7 directly at the site.
机译:对已知由地震引发的滑坡进行的边坡稳定性反分析可以对仪器前地震事件的大小和位置提供额外的约束。本文重建了位于格拉纳达盆地的一个主要滑坡-Guevejar滑坡的地震前条件,该滑坡是1755年里斯本地震和1884年阿雷纳斯德尔雷伊地震两次触发的。对于每种情况,已经计算出触发不稳定性所需的最小地震加速度,并从该数据推论出每个事件的最可能的震级和震中位置。结果表明,1755年里斯本地震的矩震级至少为8.5,并且距滑坡的距离为580公里。对于1884年阿雷纳斯德尔雷伊地震,弯矩强度至少为6.5,位于盖维耶尔55公里以内。这些结果表明,Ventas de Zafarraya断层是该事件的震源。除了这两个重大事件,本文还分析了格拉纳达盆地发生的其他重大历史地震。可以肯定的是,这些都无法恢复滑坡,即使是1806年的Pinos Puente地震也是如此。 Guevejar滑坡在当前条件下是稳定的,但可以直接在现场通过M_w = 4.7的小地震将其重新激活。

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  • 来源
    《Quaternary International》 |2011年第1期|p.76-89|共14页
  • 作者单位

    Departamento de Geodinamica, Facultad de Ciencias, Universidad de Granada, C/Fuentenueva s, 18002 Granada, Spain;

    Instituto Geologico y Minero de Espana, Area de Investigation en Peligrosidad y Riesgos Geologicos, C/La Calera, I Tres Cantos, 28760 Madrid, Spain;

    Departamento de Geodinamica, Facultad de Ciencias, Universidad de Granada, C/Fuentenueva s, 18002 Granada, Spain,Institute Andaluz de Ciencias de la Tierra (UGR-CSIC), C/Fuentenueva s, 18002 Granada, Spain;

    Departamento de Geodindmica, Universidad Complutense de Madrid, Ciudad Universitaria, s, 28040 Madrid, Spain;

    Departamento de Urbanismo, Consejeria de Vivienda y Ordenacion del Territorio de la Junta de Andalucia, Delegation Provintial de Malaga, Plaza de San Juan de la Cruz,s, 29071 Malaga, Spain;

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