Probabilistic Settlement Analysis by Stochastic and Random Finite-Element Methods
- Author
- GRIFFITHS, D. V1 ; FENTON, Gordon A2
[1] Colorado School of Mines, Golden, CO 80401, United States
[2] Dalhousie Univ., Halifax, Nova Scotia B3J 2X4, Canada - Source
Journal of geotechnical and geoenvironmental engineering. 2009, Vol 135, Num 11, pp 1629-1637, 9 p ; ref : 1/4 p
- ISSN
- 1090-0241
- Scientific domain
- Environment; Civil engineering
- Publisher
- American Society of Civil Engineers, Reston, VA
- Publication country
- United States
- Document type
- Article
- Language
- English
- Author keyword
- Elasticity Finite element method Foundation settlement Probability Stochastic processes
- Keyword (fr)
- Approche déterministe Approche probabiliste Elasticité Etude comparative Fondation ouvrage Méthode élément fini Processus stochastique Tassement
- Keyword (en)
- Deterministic approach Probabilistic approach Elasticity Comparative study Foundations Finite element method Stochastic process Settlement
- Keyword (es)
- Enfoque determinista Enfoque probabilista Elasticidad Estudio comparativo Fundación obra Método elemento finito Proceso estocástico Asentamiento
- 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
- 22069310
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)GT.1943-5606.0000126 
https://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0000126
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