The stability of slopes in soils with nonlinear failure envelopes
- Autre titre
- Stabilité des talus dans des sols dont l'enveloppe de rupture est non linéaire (fr)
- Auteur
- CHARLES, J. A; SOARES, M. M
Building Research Establishment - Source
Canadian geotechnical journal. = Revue canadienne de géotechnique. 1984, Vol 21, Num 3, pp 397-406 ; ref : 19 ref
- CODEN
- CGJOAH
- ISSN
- 0008-3674
- Domaine scientifique
- Civil engineering; Geology; Geophysics
- Editeur
- National Research Council of Canada, Ottawa, ON
- Pays de publication
- Canada
- Type de document
- Article
- Langue
- English
- Mot clé (fr)
- Coefficient sécurité Forme courbe Profondeur Résistance cisaillement Sol Stabilité versant Surface rupture
- Mot clé (en)
- Safety factor Curved shape Depth Shear strength Soil Slope stability Fracture surface
- Mot clé (es)
- Suelo
- Classification
- Pascal
- 001 Sciences exactes et technologie / 001D Sciences appliquees / 001D14 Batiment. Travaux publics / 001D14F Géotechnique / 001D14F02 Mécanique des sols. Mécanique des roches
- Discipline
- Building. Public works. Transport. Civil engineering
- Provenance
- FNB
- Base de données
- PASCAL
- Identifiant INIST
- 8983720
Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS
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DOI
10.1139/t84-044 
https://dx.doi.org/10.1139/t84-044
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