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Liquefaction of soil in the Emilia-Romagna region after the 2012 Northern Italy earthquake sequence

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  • Domenico Lombardi
  • Subhamoy Bhattacharya

Abstract

At the end of May 2012, the Po plain region in northern Italy was shaken by a long sequence of seismic events. The 2012 Northern Italy earthquake sequence counted two mainshocks, about 1,600 aftershocks and lasted for several weeks. Although the mainshocks, which occurred on May 20 and May 29, 2012, registered a moment magnitude of 5.9 and 5.8, respectively, these two events caused widespread soil liquefaction and substantial damages to the built environment. This paper reports lessons learnt from a field investigation conducted in the areas affected by the earthquake sequence. Based on the field observations, it was concluded that despite the relatively low magnitudes of the shocks, most of the damages occurred as a consequence of liquefaction phenomena and/or absence of retrofitting of historical structures. The latter comprise churches, tower bells, towers, castles and fortresses. It was found that the occurrence of liquefaction was mainly associated with the presence of saturated alluvial soil deposits which were characterised by high liquefaction susceptibility. It was noted that these highly liquefiable soils were mainly located in proximity of ancient river courses that were artificially diverted in the eighteenth century to mitigate flooding and other hydrological risks. Copyright European Union 2014

Suggested Citation

  • Domenico Lombardi & Subhamoy Bhattacharya, 2014. "Liquefaction of soil in the Emilia-Romagna region after the 2012 Northern Italy earthquake sequence," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 73(3), pages 1749-1770, September.
  • Handle: RePEc:spr:nathaz:v:73:y:2014:i:3:p:1749-1770
    DOI: 10.1007/s11069-014-1168-6
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    References listed on IDEAS

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    1. Yu Huang & Miao Yu, 2013. "Review of soil liquefaction characteristics during major earthquakes of the twenty-first century," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 65(3), pages 2375-2384, February.
    2. Z. Whitman & T. Wilson & E. Seville & J. Vargo & J. Stevenson & H. Kachali & J. Cole, 2013. "Rural organizational impacts, mitigation strategies, and resilience to the 2010 Darfield earthquake, New Zealand," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 69(3), pages 1849-1875, December.
    3. Yu Huang & Ximiao Jiang, 2010. "Field-observed phenomena of seismic liquefaction and subsidence during the 2008 Wenchuan earthquake in China," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 54(3), pages 839-850, September.
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    Cited by:

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    2. Yu Huang & Zhuoqiang Wen, 2015. "Recent developments of soil improvement methods for seismic liquefaction mitigation," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 76(3), pages 1927-1938, April.

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