Numerical modeling of circular footings subjected to monotonic inclined loading on uncemented and cemented calcareous sands
- Author
- CASSIDY, Mark J1 ; AIREY, David W2 ; CARTER, John P2
[1] Centre for Offshore Foundation Systems, the Univ. of Western Australia, 35 Stirling Highway, Crawley, WA 6009, Australia
[2] Dept. of Civil Engineering, The Univ. of Sydney, Sydney, Australia - Source
Journal of geotechnical and geoenvironmental engineering. 2005, Vol 131, Num 1, pp 52-63, 12 p ; ref : 45 ref
- ISSN
- 1090-0241
- Scientific domain
- Environment; Civil engineering
- Publisher
- American Society of Civil Engineers, New York, NY
- Publication country
- United States
- Document type
- Article
- Language
- English
- Author keyword
- Bearing capacity Finite element method Footings Numerical models Plasticity Sand Sediment Shallow foundations
- Keyword (fr)
- Capacité portante Essai charge Etude comparative Fondation ouvrage Fondation superficielle Modélisation Méthode élément fini Plasticité Sable Semelle fondation Simulation numérique
- Keyword (en)
- Loadbearing capacity Loading test(mechanics) Comparative study Foundations Shallow foundations Modeling Finite element method Plasticity Sand Footing Numerical simulation
- Keyword (es)
- Capacidad soporte Ensayo carga Estudio comparativo Fundación obra Fundación superficial Modelización Método elemento finito Plasticidad Arena Zapata fundación Simulación numérica
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C03 Computation methods. Tables. Charts
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F03 Earthwork. Foundations. Retaining walls
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 16437210
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
10.1061/(ASCE)1090-0241(2005)131:1(52) 
https://dx.doi.org/10.1061/(ASCE)1090-0241(2005)131:1(52)
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