The Saint-Jude landslide of 10 May 2010, Quebec, Canada: Investigation and characterization of the landslide and its failure mechanism

Author:

Locat Ariane1,Locat Pascal2,Demers Denis2,Leroueil Serge1,Robitaille Denis2,Lefebvre Guy3

Affiliation:

1. Département de génie civil et de génie des eaux, Université Laval, Pavillon Adrien-Pouliot, 1065 av. de la Médecine, Québec, QC G1V 0A6, Canada.

2. Section des Mouvements de Terrain, Service de la géotechnique et de la géologie, Ministère des Transports, de la Mobilité durable et de l’électrification des transports, 880 Ch. Sainte-Foy, 3ème étage, Québec, QC G1S 2L2, Canada.

3. Département de génie civil, Université de Sherbrooke, 2500, boul. de l’Université, Sherbrooke, QC J1K 2R1, Canada.

Abstract

A landslide occurred on 10 May 2010, along the Salvail River, in the municipality of Saint-Jude, Quebec. Debris of the landslide was formed of clay having horst and graben shapes, typical of spreads in sensitive clays. A detailed investigation was carried out by the Ministère des Transports, de la Mobilité durable et de l’électrification des transports du Québec, in collaboration with Université Laval, with the objective of characterizing this landslide, determining the causes, and learning about its failure mechanism. The soil involved was a firm, grey, sensitive, lightly overconsolidated clay with some silt. Data from piezometers installed near the landslide indicated artesian conditions underneath the Salvail River. Cone penetration tests allowed the location of two failure surface levels: the first one starting 2.5 m below the initial river bed, extending horizontally up to 125 m, and a second one 10 m higher, reaching the backscarp. Investigation of the debris with onsite measurements, light detector and ranging surveys, cone penetration tests, and boreholes allowed a detailed geotechnical and morphological analysis of the debris and reconstitution of the dislocation mechanism of this complex spread.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference17 articles.

1. Le glissement de Rigaud (Québec) du 3 mai 1978 : une interprétation du mode de rupture d’après la morphologie de la cicatrice

2. On the retrogression of landslides in sensitive muddy sediments: Reply

3. Cruden, D.M., and Varnes, D.J. 1996. Landslide types and processes. In Landslides: Investigation and mitigation. Edited by A.K. Turner and R.L. Schuster. Special Report 247. Transportation Research Board, National Research Council. National Academy Press, Washington, D.C., pp. 36–75.

4. Geertsema, M. 2004. A composite earthflow-spread in sensitive glaciomarine sediments near Terrace, British Columbia. M.Sc. thesis, University of Alberta.

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