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The 2003 Lefkada earthquake: Field observations and preliminary microzonation map based on liquefaction potential index for the town of Lefkada

机译:2003年莱夫卡达地震:基于液化潜力指数的莱夫卡达镇野外观测和初步微区划图

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A strong earthquake (Mw=6.2) occurred offshore the island of Lefkada (or Lefkas) on August 14, 2003. The maximum intensity has been evaluated Io=VIII (EMS) at Lefkada municipality, while VI to VII+ intensities were evaluated at many other villages of the island. The offshore NNE-SSW oriented strike-slip right-lateral fault was activated by the main shock. This fault is the northern termination of the Cephalonia transform fault. The most characteristic macroseismic effects were extensive typical ground failures like rock falls, soil liquefactions, subsidence, densification, ground cracks and landslides. These macroseismic effects are remarkably similar to those reported from some historical Lefkada shocks, e.g. 1704, 1914 (Ms=6.3) and 1948 (Ms=6.5). Sand boils and ground fissures with ejection of mud were observed at the seaside of the town of Lefkada, and in the villages of Nydri and Vassiliki. In situ soil profiles are obtained based mainly on borings after the earthquake. Boreholes records with SPT values (standard penetration test) are obtained and the "simplified procedure" originally developed by Seed and Idriss was employed to evaluate the liquefaction resistance of soils. The results indicated that the silty sandy layer, which lies beneath the artificial fill in the coastal zone in Lefkada town, had liquefied during the 14 August Earthquake. An attempt was also made to establish a preliminary microzonation map for Lefkada town using the data from Liquefaction Potential Index analyses. Our map was validated by the occurrence of liquefaction phenomena inside the town.
机译:2003年8月14日,莱夫卡达(或莱夫卡斯)岛近海发生了强烈地震(Mw = 6.2)。莱夫卡达市的最大烈度已通过Io = VIII(EMS)评估,而VI至VII +烈度在许多其他地方进行了评估岛上的村庄。离岸NNE-SSW定向走滑右旋断层是由主震激活的。该断层是凯法利尼亚变换断层的北端。最具特色的宏观地震效应是广泛的典型地面破坏,例如岩崩,土壤液化,沉降,致密化,地面裂缝和滑坡。这些宏观地震效应与某些历史性的莱夫卡达地震所报告的地震效应非常相似。 1704、1914(Ms = 6.3)和1948(Ms = 6.5)。在莱夫卡达(Lefkada)镇的海滨以及尼德里(Nydri)和瓦西里基(Vassiliki)村,观察到沙沸和地面裂隙伴有泥土喷出。原位土壤剖面主要基于地震后的钻孔获得。获得具有SPT值的钻孔记录(标准渗透试验),并由Seed和Idriss最初开发的“简化程序”用于评估土壤的抗液化性。结果表明,在莱夫卡达镇沿海地区人工填充物下方的粉质砂土层在8月14日地震中已经液化。还尝试使用液化潜力指数分析的数据为莱夫卡达镇建立初步的微区带图。我们的地图已通过城镇内液化现象的发生得到验证。

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