Methods for predicting the occurrence and post-failure characteristics of retrogressive failures in sensitive clays: Evaluation of their applicability in Eastern Canada

• Evaluation of the applicability of different methodologies through a catastrophic flowslide. • Only Norwegian methodologies are applicable for failure-type prediction. • Limited applicability of Swedish methodology in Eastern Canada. • Identification of predictors for a potential failure-type prediction method in Eastern Canada. • Potential areas of improvement for Eastern Canadian sensitive clay landslide management. Retrogressive landslides in sensitive clays pose significant risks in Scandinavia and Eastern Canada due to their rapid strength loss and extensive debris flow. While regional hazard management strategies exist, they differ significantly in their approaches to predicting failure types and post-failure characteristics. Notably, only Norwegian methodologies currently include a procedure for failure-type prediction. This paper aims to provide a comprehensive evaluation of these methodologies from Quebec, Norway, and Sweden, including their advantages and limitations. Their applicability to the Eastern Canadian context is also assessed through a case study of the 1971 Saint-Jean-Vianney flowslide. The results of the case study show that two of the Norwegian methods handled this event quite effectively in terms of retrogression distance, with results that are within about 5% of the actual distance. The method used in Eastern Canada projected a retrogression distance of 80 m, which is significantly lower than the observed 600 m. Predicting runout remains challenging; the Norwegian empirical limit underestimated the actual runout by approximately 34%. The case study suggests that the methodology used in Eastern Canada may necessitate separate datasets for estimating retrogression distance on opposite banks of the same river, although further investigation is required. Additionally, developing and incorporating a failure-type prediction procedure could improve its effectiveness as a hazard management tool.

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Publication Details

Journal
Results in Engineering
Published
2025-12-18
DOI
https://doi.org/10.1016/j.rineng.2025.108804
Primary Topic
Landslides and related hazards
Type
article
Field-Weighted Citation Impact
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article

Methods for predicting the occurrence and post-failure characteristics of retrogressive failures in sensitive clays: Evaluation of their applicability in Eastern Canada

Yan Lévesque, Ali Saeidi, Asaduzzaman Asaduzzaman, Zinan Ara Urmi et al.
Results in Engineering
Landslides and related hazards
article

Methods for predicting the occurrence and post-failure characteristics of retrogressive failures in sensitive clays: Evaluation of their applicability in Eastern Canada

Yan Lévesque, Ali Saeidi, Asaduzzaman Asaduzzaman, Zinan Ara Urmi, Sina Javankhoshdel
article en

Abstract

• Evaluation of the applicability of different methodologies through a catastrophic flowslide. • Only Norwegian methodologies are applicable for failure-type prediction. • Limited applicability of Swedish methodology in Eastern Canada. • Identification of predictors for a potential failure-type prediction method in Eastern Canada. • Potential areas of improvement for Eastern Canadian sensitive clay landslide management. Retrogressive landslides in sensitive clays pose significant risks in Scandinavia and Eastern Canada due to their rapid strength loss and extensive debris flow. While regional hazard management strategies exist, they differ significantly in their approaches to predicting failure types and post-failure characteristics. Notably, only Norwegian methodologies currently include a procedure for failure-type prediction. This paper aims to provide a comprehensive evaluation of these methodologies from Quebec, Norway, and Sweden, including their advantages and limitations. Their applicability to the Eastern Canadian context is also assessed through a case study of the 1971 Saint-Jean-Vianney flowslide. The results of the case study show that two of the Norwegian methods handled this event quite effectively in terms of retrogression distance, with results that are within about 5% of the actual distance. The method used in Eastern Canada projected a retrogression distance of 80 m, which is significantly lower than the observed 600 m. Predicting runout remains challenging; the Norwegian empirical limit underestimated the actual runout by approximately 34%. The case study suggests that the methodology used in Eastern Canada may necessitate separate datasets for estimating retrogression distance on opposite banks of the same river, although further investigation is required. Additionally, developing and incorporating a failure-type prediction procedure could improve its effectiveness as a hazard management tool.

Results in EngineeringVol. 29
Université du Québec à Chicoutimi (CA), York University (CA), Institut National de la Recherche Scientifique (CA), Rocscience (Canada) (CA)
Openalex Percentile: Top 49%
Landslides and related hazards
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