Article (Scientific journals)
The soil of Luxembourg and the weak Rhaetian clay
Van Baars, Stefan
2014In Cahier Scientifique - Revue Technique Luxembourgeoise, 2013 (2), p. 34-37
 

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Keywords :
Soft Clay; Triaxial Test; Slope Failure
Abstract :
[en] Luxembourg is geologically divided into two parts: Oesling in the North and Gutland in the Middle and South. Oesling is part of the Ardennes plateau. Gutland was formed in the Triassic and Jurassic ages and is much younger than Oesling. It consists mainly of sedimentary rocks. Luxembourg has a variety of interesting, weak or problematic soils, such as the swelling gypsum layers, the layered schists of Wiltz and especially the weak Keuper-Rhaetian-clay. The Rhaetian clay layer is mostly rather thin and is found at a relatively constant altitude and the band where it comes to the surface is identified by the varying erosion erratically found throughout Gutland. Approximately two third of all landslides are found along this line. Hence it was decided to investigate the Rhaetian clay in the geotechnical laboratory of the University of Luxembourg. Samples were taken from a pit at Rue de Mühlenbach on the north side of the city of Luxembourg and from a sliding slope of a building pit in Schutrange. The friction angle was found to be phi = 8° at Mühlenbach and phi = 13° at Schuttrange, which are both record low friction angles, which explains the high number of landslides in Luxembourg.
Disciplines :
Civil engineering
Author, co-author :
Van Baars, Stefan ;  University of Luxembourg > Faculty of Science, Technology and Communication (FSTC) > Engineering Research Unit
Language :
English
Title :
The soil of Luxembourg and the weak Rhaetian clay
Publication date :
January 2014
Journal title :
Cahier Scientifique - Revue Technique Luxembourgeoise
Publisher :
Association Luxembourgeoise des Ingénieurs, Architectes et Industriels, Luxembourg, Luxembourg
Volume :
2013
Issue :
2
Pages :
34-37
Available on ORBilu :
since 15 January 2014

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