Megazonation of earthquake-induced soil liquefaction hazard in continental Europe

Author:

Bozzoni F.ORCID,Bonì R.,Conca D.,Lai C. G.,Zuccolo E.,Meisina C.

Funder

Horizon 2020 Framework Programme

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference39 articles.

1. Baise LG, Daley D, Zhu J, Thompson EM, Knudsen K (2012) Geospatial liquefaction hazard model for Kobe, Japan and Christchurch, New Zealand. Seismol Res Lett 83:458

2. Beven KJ, Kirkby MJ (1979) A physically based, variable contributing area model of basin hydrology. Hydrol Sci Bull 24:43–69

3. CEN (2004) Eurocode 8. Design of structures for earthquake resistance, Part 1: General rules, seismic actions and rules for buildings, Pr-EN1998-1, European Committee for Standardization (CEN), Brussels

4. Chawla NV, Bowyer KW, Hall LO, Kegelmeyer WP (2002) SMOTE: synthetic minority over-sampling technique. J Artif Intell Res 16:321–357

5. Chen R, Harmsen S (2012) Probabilistic ground motion calculations and implementation of PGA scaling by magnitude for assessing liquefaction hazard, Technical Document 2012-1, Seismic Hazard Zonation Program.

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