Landslide motion assessment including rate effects and thermal interactions: revisiting the Canelles landslide

Author:

Alvarado Mauricio1,Pinyol Núria M.2,Alonso Eduardo E.3

Affiliation:

1. Centre Internacional de Metodes Numerics en Enginyeria, Barcelona, Spain.

2. Centre Internacional de Metodes Numerics en Enginyeria, Department of Civil and Environmental Engineering, Universitat Politècnica de Catalunya, Campus Nord UPC, Building D2. 08034 Barcelona, Spain.

3. Department of Civil and Environmental Engineering, Universitat Politècnica de Catalunya, Barcelona, Spain.

Abstract

The re-activation of a large (40 Mm3) landslide on the valley slopes of a reservoir motivated a research initiative to estimate the risk of a fast-sliding mass moving into the reservoir. A previous simplified analysis had suggested that a joint consideration of strain rate effects on friction and thermal pressurization phenomena in the sliding surface could provide a rational approach to answer the question raised. The paper describes first the capability of strain rate effects on friction to reproduce long-term creeping records of two real cases. The joint and coupled phenomena of creeping motion and thermal pressurization in shearing bands was incorporated into a material point method computational technique for hydromechanical analysis of porous materials. A representative cross section of the Canelles landslide was then analysed, profiting from previous finite element investigations of the landslide. It was found that a rapid rate of landslide acceleration could be a possibility under extreme external actions. However, it was also found that a moderate strain rate effect on the basal residual friction angle could create conditions that avoid the triggering of a fast motion.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

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