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Keywords: dams, failure
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Journal Articles
Journal:
Géotechnique
Geotechnique (2006) 56 (3): 203–210.
Published: 01 April 2006
... sensibilité aux changements raisonnables des principaux paramètres. Le modèle calcule que le mouvement de glissement a duré environ 15 secondes et que l'accélération maximum subie par le barrage a été de 0·14g. case history clays dams, failure liquefaction shear strength Aznalcóllar...
