Liquefaction and the 1992 Roermond earthquake, the Netherlands

  • J.D. Nieuwenhuis Delft Geotechnics and Utrecht University, PO. Box 69, 2600 AB Delft, the Netherlands
Keywords: liquefaction phenomena, liquefaction damage, foundation of farm buildings, applied mechanics

Abstract

The scanty information available on liquefaction phenomena during the Roermond earthquake does not allow firm conclusions on the technical significance of these phenomena. However, speculations based on applied mechanics principles justify a few conclusions on what happened and what did not happen. First, the presence of fracture vents and sand boils agrees well with the estimated earthquake magnitude ML = 5.8-5.9; second, the rare occurrence of sand boils and the absence of visible settlements indicate that liquefaction was not an important phenomenon during the earthquake; third, damage of farms due to liquefaction seems absent. This observation is in agreement with the theoretical analysis of responses of the farm foundations to liquefaction. If the area affected by liquefaction had exceeded some 1% of the total area, significant damage would have been detectable. The low ground water tables during the time of the earthquake have most probably prevented extensive damage.

Published
1994-01-01
How to Cite
J.D. Nieuwenhuis. (1994). Liquefaction and the 1992 Roermond earthquake, the Netherlands. Netherlands Journal of Geosciences, 73, 357-364. Retrieved from https://njgjournal.nl/index.php/njg/article/view/12484
Section
Regular paper