The stability of slopes in soils with nonlinear failure envelopes
- Other title
- Stabilité des talus dans des sols dont l'enveloppe de rupture est non linéaire (fr)
- Author
- 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
- Scientific domain
- Civil engineering; Geology; Geophysics
- Publisher
- National Research Council of Canada, Ottawa, ON
- Publication country
- Canada
- Document type
- Article
- Language
- English
- Keyword (fr)
- Coefficient sécurité Forme courbe Profondeur Résistance cisaillement Sol Stabilité versant Surface rupture
- Keyword (en)
- Safety factor Curved shape Depth Shear strength Soil Slope stability Fracture surface
- Keyword (es)
- Suelo
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F02 Soil mechanics. Rocks mechanics
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- FNB
- Database
- PASCAL
- INIST identifier
- 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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