Mots-clés
Argile ; Contrainte de cisaillement ; England ; Expérimentation ; Glissement de terrain ; Géotechnique ; Mécanique des sols ; Reptation ; Risque naturel ; Royaume-UniClay ; Creep ; England ; Experimentation ; Geotechnics ; Landslide ; Natural hazards ; Shear stress ; Soil mechanics ; United KingdomThe mechanics of deep-seated landslides
Auteur(s) et Affiliation(s)
PETLEY, D.N.
Dep. Geology, Univ., Portsmouth, Royaume-Uni
Description :
Results are presented of a sequence of labory tests on London Clay undertaken to elucidate the behaviour of deep-seated landslides. A number of tests were undertaken, the most significant focusing on the transition between ductile and brittle behaviour. The results identify in mudrocks a transitional phase of behaviour in which creep-like movement will manifest itself at the base of a deep-seated landslide as the growth of microcracks. The microcracks may eventually coalesce to form a shear surface, a consequence of which is likely to be sudden failure.
Type de document :
Article de périodique
Source :
Earth surface processes and landforms, issn : 0197-9337, 1997, vol. 22, n°. 8, p. 747-758, Collation : Illustration, Références bibliographiques : 41 ref.
Date :
1997
Editeur :
Pays édition : Royaume-Uni, Chichester, Wiley
Langue :
Anglais
Anglais
Droits :
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Tous droits réservés © Prodig - Bibliographie Géographique Internationale (BGI)