Mots-clés
Contrainte de cisaillement ; Coulée boueuse ; Dynamique de versant ; Eau du sol ; Eau souterraine ; Glissement de terrain ; Honshū ; Japon ; Porosité ; Séisme ; VersantEarthquake ; Honshu ; Japan ; Landslide ; Mudflow ; Porosity ; Shear stress ; Slope ; Slope dynamics ; Soil water ; Underground waterSeismic loading impacts on excess pore-water pressure maintain landslide triggered flowslides
Auteur(s) et Affiliation(s)
WANG, G.
Research Centre on Landslides, Disaster Prevention Researc Inst., Univ., Kyoto, Japon
SASSA, K.
Univ., Kyoto, Japon
Description :
During the 2003 Sanriku-Minami earthquake, Japan, a flowside was triggered on a slope of about 13.5°. To study the trigger and movement mechanisms of this landslide, field investigation and laboratory ring-shear tests were performed. Field investigation revealed that the landslide originated from a fill slope, where a gully was buried for cultivation some decades ago, and shallow ground water was present. By using a newly developed undrained ring-shear apparatus, a series of undrained and partially drained shear tests was performed on samples taken from the landslide source area. Based on the test results, the triggering and movement mechanisms were examined and are discussed herein.
Type de document :
Article de périodique
Source :
Earth surface processes and landforms, issn : 0197-9337, 2009, vol. 34, n°. 2, p. 232-241, nombre de pages : 10, Références bibliographiques : 1 p.
Date :
2009
Editeur :
Pays édition : Royaume-Uni, Chichester, Wiley
Langue :
Anglais
Anglais
Droits :
Tous droits réservés © Prodig - Bibliographie Géographique Internationale (BGI)
Tous droits réservés © Prodig - Bibliographie Géographique Internationale (BGI)