Regional-scale landslide susceptibility mapping using the weights of evidence method: an example applied to linear infrastructure

Author:

Quinn P. E.123,Hutchinson D. J.123,Diederichs M. S.123,Rowe R. K.123

Affiliation:

1. BGC Engineering Inc., Ottawa, ON, Canada.

2. Department of Geology and Geological Engineering, GeoEngineering Centre at Queen’s-RMC, Queen’s University, Kingston, ON, Canada.

3. Department of Civil Engineering, GeoEngineering Centre at Queen’s-RMC, Queen’s University, Kingston, ON, Canada.

Abstract

Large landslides are common in the gently sloping clay plains of the Saint Lawrence Lowlands of eastern Canada. These tend to occur along rivers carved into the marine soils deposited in the former Champlain Sea, which occupied the area roughly 10 000 years ago. This paper presents a landslide susceptibility model, developed at the regional scale using a bivariate statistical method: the weights of evidence method. The analysis considers the association of existing large landslides in a portion of the study area with key terrain features, such as ground elevation, flow accumulation in adjacent streams, soil type, soil thickness, and land use. The resulting model identifies three different levels of susceptibility: low, low to moderate, and moderate to high. These descriptors are related statistically to the probability of encountering existing large landslides within 500 m, 1 or 2 km, respectively. The model is tested along primary railway corridors and isolates 8% of the total length for further consideration of landslide hazard. Reconnaissance level air photo survey results further reduce the length of corridor with elevated susceptibility to 2% of the total length, thus focusing the application of additional resources to a very small proportion of the total inventory.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference28 articles.

1. Bégin, C., Evans, S.G., Parent, M., Demers, D., Grondin, G., Lawrence, D.E., et al. 1996. Le glissement de terrain d’avril 1996 à Saint-Boniface-de-Shawinigan, Québec: observations et donnés preliminaires. Current Research 1996-E. Natural Resources Canada, Sherbrooke, Que. pp. 215–223.

2. Stability of Natural Slopes in Quick Clay

3. On the retrogression of landslides in sensitive muddy sediments

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

5. Some constraints on the severity of landslide penetration in sensitive deposits

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