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Integrating Eurocode 7 (load and resistance factor design) using nonconventional factoring strategies in slope stability analysis

Autor
PANTELIDIS, Lysandros1 ; GRIFFITHS, D. V2 3
[1] Department of Civil Engineering and Geomatics, Cyprus University of Technology, Achilleos I Building, 2-8 Saripolou Str., 3036, Lemesos, Cyprus
[2] Department of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401, United States
[3] Australian Research Council Centre of Excellence for Geotechnical Science and Engineering, University of Newcastle, Callaghan NSW 2308, Australia
Fuente

Canadian geotechnical journal. = Revue canadienne de géotechnique. 2014, Vol 51, Num 2, pp 208-216, 9 p ; ref : 3/4 p

CODEN
CGJOAH
ISSN
0008-3674
Campo Científico
Civil engineering; Geology; Geophysics
Editor
National Research Council of Canada, Ottawa, ON
País de la publicación
Canada
Tipo de documento
Article
Idioma
English
Palabra clave de autor
Eurocode 7 calcul de l'état limite facteur de conception en charge et résistance (FCCR) stabilité de pente stratégie de mise en facteur état limite ultime
Palabra clave (fr)
Chargement Cisaillement Contrainte Rupture Sol Stabilité versant Stratégie Sécurité
Palabra clave (in)
loading shear stress rupture soils slope stability strategy safety
Palabra clave (es)
Cargamento Cizalladura Coacción Ruptura Suelo Estabilidad vertiente Estrategia
Clasificación
Pascal
001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01O Engineering and environment geology. Geothermics / 001E01O01 Engineering geology

Pascal
001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01O Engineering and environment geology. Geothermics / 001E01O02 Natural hazards: prediction, damages, etc

Disciplina
Earth sciences
Procedencia
Inist-CNRS
Base de datos
PASCAL
Identificador INIST
28437808

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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