Precipitation, together with erosion and earthquakes, have been recognized as the main triggering factors of shallow landslides. However, there are relatively few well-documented cases where direct relationships could be established between occurrence and features of shallow landslides, the rainfall characteristics (e.g. intensity, duration) and water retention curves. A field experiment has been performed on a steep forested slope located on the east-facing banks of the river Rhine in Ruedlingen, northern Switzerland. The aim of the experiments was to study the triggering mechanisms of the landslides induced by rainfall. The pore pressure and the degree of saturation, which are linked through the water retention curve, represent two of the main variables affecting the mechanical behaviour of unsaturated soils, and their relationships to rainfall are complex. The difference in the determination of water retention curves at different scales are analysed in this paper for Ruedlingen soil together with their effects on mechanical behaviour at multi-scale.

Casini, F., Askarinejad, A., Springman, S. (2016). Infiltration-induced Slope Instability: A multi-scale approach. In E3S Web of Conferences. EDP Sciences [10.1051/e3sconf/20160904005].

Infiltration-induced Slope Instability: A multi-scale approach

CASINI, FRANCESCA;
2016-09-01

Abstract

Precipitation, together with erosion and earthquakes, have been recognized as the main triggering factors of shallow landslides. However, there are relatively few well-documented cases where direct relationships could be established between occurrence and features of shallow landslides, the rainfall characteristics (e.g. intensity, duration) and water retention curves. A field experiment has been performed on a steep forested slope located on the east-facing banks of the river Rhine in Ruedlingen, northern Switzerland. The aim of the experiments was to study the triggering mechanisms of the landslides induced by rainfall. The pore pressure and the degree of saturation, which are linked through the water retention curve, represent two of the main variables affecting the mechanical behaviour of unsaturated soils, and their relationships to rainfall are complex. The difference in the determination of water retention curves at different scales are analysed in this paper for Ruedlingen soil together with their effects on mechanical behaviour at multi-scale.
3rd European Conference on Unsaturated Soils, E-UNSAT 2016
Ecole des Ponts, Marne la Vallee, fra
2016
Rilevanza internazionale
su invito
set-2016
Settore ICAR/07 - GEOTECNICA
English
Earth and Planetary Sciences (all); 2300; Energy (all)
Article number 04005
www.e3s-conferences.org/
Intervento a convegno
Casini, F., Askarinejad, A., Springman, S. (2016). Infiltration-induced Slope Instability: A multi-scale approach. In E3S Web of Conferences. EDP Sciences [10.1051/e3sconf/20160904005].
Casini, F; Askarinejad, A; Springman, S
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/2108/186817
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