Seismic risk - Earthquakes in North-Westerne Europe; Degée, Hervé ; et alBook published by éditions de l'Université de Liège (2008) Detailed reference viewed: 47 (9 ULg) Le tremblement de terre du 18 septembre 1692 dans le nord de l'Ardenne (Belgique) : Impact sur le patrimoine architecturalAlexandre, Pierre ; ; in Levret, Agnès (Ed.) Actes des VIes Rencontres du groupe APS "Archéosismicité et Vulnérabilité. Environnement, bâti ancien et société" (Perpignan, 4-5.10.2002) (2008) Detailed reference viewed: 48 (0 ULg) The 18 September 1692 Earthquake in the Belgian Ardenne and its aftershocksAlexandre, Pierre ; ; et alin Fréchet, J.; Meghraoui, M.; Stucchi, M. (Eds.) Historical Seismology. Interdisciplinary Studies of Past and Recent Earthquakes (2008) Detailed reference viewed: 33 (2 ULg) Relevance of active faulting and seismicity studies to assessments of long-term earthquake activity and maximum magnitude in intraplate northwest Europe, between the Lower Rhine Embayment and the North Sea; ; Alexandre, Pierre et alin Stein, S.; Mazzotti, S. (Eds.) Continental Intraplate Earthquakes: Science, Hazard and Policy Issues (2007) Detailed reference viewed: 12 (3 ULg) La presse périodique, une source pour l'histoire des tremblements de terre dans l'espace belgeAlexandre, Pierre ; ; in D'Hoore, M.; Luyten, D.; Delplancq, T. (Eds.) Le Journal dans tous ses états – Het Rijk van de krant (2007) Detailed reference viewed: 5 (0 ULg) Present-day vertical crustal motion and active faulting in the Roer graben; Warnant, René ; et alConference (2003) Detailed reference viewed: 12 (0 ULg) Present day and geologic deformation rates in the Ardenne and the lower Rhine embayment (North-western Europe); ; et al Conference (2003) Detailed reference viewed: 8 (0 ULg) Modelling of speleothems failure in the Hotton cave (Belgium). Is the failure earthquake induced?; ; et al in Netherlands Journal of Geosciences - Geologie en Mijnbouw (2001), 80(3-4), 315-321 To provide quantitative information on the ground acceleration necessary to break speleothems, laboratory measurements on samples of stalagmite have been performed to study their failure in bending. Due ... [more ▼] To provide quantitative information on the ground acceleration necessary to break speleothems, laboratory measurements on samples of stalagmite have been performed to study their failure in bending. Due to their high natural frequencies, speleothems can be considered as rigid bodies to seismic strong ground motion. Using this simple hypothesis and the determined mechanical properties (a minimum value of 0.4 MPa for the tensile failure stress has been considered), modelling indicates that horizontal acceleration ranging from 0.3 m/s(2) to 100 m/s(2) (0.03 to 10g) are necessary to break 35 broken speleothems of the Hotton cave for which the geometrical parameters have been determined. Thus, at the present time, a strong discrepancy exists between the peak accelerations observed during earthquakes and most of the calculated values necessary to break speleothems. One of the future research efforts will be to understand the reasons of the defined behaviour. It appears fundamental to perform measurements on in situ speleothems. [less ▲] Detailed reference viewed: 45 (5 ULg) |
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