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

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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.

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References

  • Berardi R, Margottini C, Molin D, Parisi A (1991) Soil liquefaction: case histories in Italy. Tectonics 193:141–164

    Google Scholar 

  • Bhattacharya S, Hyodo M, Goda M, Tazoh T, Taylor CA (2011) Liquefaction of soil in the Tokyo Bay Area from the 2011 Tohoku (Japan) Earthquake. Soil Dyn Earthq Eng 31:1618–1628

    Article  Google Scholar 

  • Decanini LD, Liberatore D, Liberatore L, Sorrentino L (2012) Preliminary report on the 2012, May 20, Emilia Earthquake, v.1. http://www.eqclearinghouse.org/2012-05-20-italy-it/

  • EN 1998–5:2004 (2004a) Eurocode 8: design of structures for earthquake resistance. Part 1: general rules, seismic actions and rules for buildings. European Standard EN 1998-1:2004, Comité Europeen de Normalisation, Brussels

    Google Scholar 

  • EN 1998–5:2004 (2004b) Eurocode 8: design of structures for earthquake resistance. Part 5: Foundations, retaining structures and geotechnical aspects. European Standard EN 1998-5:2004, Comité Europeen de Normalisation, Brussels

    Google Scholar 

  • Huang Y, Jiang XM (2010) Field-observed phenomena of seismic liquefaction and subsidence during the 2008 Wenchuan earthquake. Nat Hazards 54(3):839–850

    Article  Google Scholar 

  • Huang Y, Yu M (2013) Review of soil liquefaction characteristics during major earthquakes of the 21st century. Nat Hazards 65(3):2375–2384. doi:10.1007/s11069-012-0433-9

    Article  Google Scholar 

  • Idriss IM, Boulanger RW (2008) Soil liquefaction during earthquakes, engineering monograph MNO-12. Earthquake Engineering Research Institute, Oakland, CA

    Google Scholar 

  • INGV (2012a) Terremoto in Pianura Padano-Emiliana—ML 5.9. Bulletin released on May 20th at 6.30 pm

  • INGV (2012b) Terremoto in Pianura Padano-Emiliana—29 Maggio 2012 ML 5.8. Bulletin released on May 29th at 04.00 pm

  • Italian Seismic National Annex Ordinanza PCM del 28 Aprile 2006 n.3519, All.1b

  • Mirandola Earthquake Working Group (2012) (DPC, UniChieti, Uni Trieste, Regione Umbria)—report 2. http://www.protezionecivile.gov.it/jcms/it/ran.wp

  • Norme tecniche per le Costruzioni, D.M. 14.1.2008, Italian Building Code, (in Italian)

  • Rovida A, Camassi R, Gasperini P, Stucchi M (2011) CPTI11, the 2011 version of the Parametric Catalogue of Italian Earthquakes. Milano, Bologna

    Google Scholar 

  • Whitman ZR, Wilson TM, Seville E, Vargo J, Stevenson JR, Kachali H, Cole J (2013) Rural organizational impacts, mitigation strategies, and resilience to the 2010 Darfield earthquake, New Zealand. Nat Hazards 69(3):1849–1875

    Google Scholar 

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Correspondence to Domenico Lombardi.

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Lombardi, D., Bhattacharya, S. Liquefaction of soil in the Emilia-Romagna region after the 2012 Northern Italy earthquake sequence. Nat Hazards 73, 1749–1770 (2014). https://doi.org/10.1007/s11069-014-1168-6

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  • DOI: https://doi.org/10.1007/s11069-014-1168-6

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