Abstract
Sensitive clays, when provoked by manmade or natural causes, have led to several landslide disasters throughout history. This has been reminded by the recent catastrophic landslides at e.g. St. Jude (2010), Lyngen (2010), Kattmarka (2009), Byneset (2012), Skjeggestad landslide (2015) and Sørum (2016). In the last 40 years there has been approximately 1 or 2 slides per decade with a volume ≥ 500,000 m3 (Thakur et al. 2014). Alone, the collapse of Skjeggestad bridge in Norway in 2015 resulted in damages for over several millions of dollars and was associated to a landslide in sensitive clay. Since landslides in sensitive clays possess huge destructive capabilities, there is a need for accurate assessment and prediction of landslide potential in such materials. However, this is not a straightforward task due to the complexity associated with characterization, identification, mapping and testing of such materials.
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Thakur, V., L’Heureux, JS., Locat, A. (2017). Landslide in Sensitive Clays – From Research to Implementation. In: Thakur, V., L'Heureux, JS., Locat, A. (eds) Landslides in Sensitive Clays. Advances in Natural and Technological Hazards Research, vol 46. Springer, Cham. https://doi.org/10.1007/978-3-319-56487-6_1
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