Modelling of speleothems failure in the Hotton cave (Belgium). Is the failure earthquake induced?
Abstract 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 3... Mehr ...
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Dokumenttyp: | Artikel |
Erscheinungsdatum: | 2001 |
Reihe/Periodikum: | Netherlands Journal of Geosciences ; volume 80, issue 3-4, page 315-321 ; ISSN 0016-7746 1573-9708 |
Verlag/Hrsg.: |
Cambridge University Press (CUP)
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Schlagwörter: | Geology |
Sprache: | Englisch |
Permalink: | https://search.fid-benelux.de/Record/base-26993388 |
Datenquelle: | BASE; Originalkatalog |
Powered By: | BASE |
Link(s) : | http://dx.doi.org/10.1017/s001677460002391x |
Abstract 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.