Limit analysis in soil mechanics
- Other title
- Le calcul à la rupture en mécanique des sols (fr)
- Author
- CHEN, W. F; LIU, X. L
Purdue univ., school civil eng., West Lafayette IN 47907, United States - Source
Developments in geotechnical engineering. 1990, Vol 52, 490 p. ; ref : dissem
- CODEN
- DGEND3
- ISSN
- 0165-1250
- Scientific domain
- Civil engineering; Geology
- Publisher
- Elsevier, Amsterdam
/
Elsevier, Lausanne
/
Elsevier, New York, NY
- Publication country
- Netherlands
- Document type
- Serial Issue
- Language
- English
- Keyword (fr)
- Action séisme Calcul à la rupture Capacité portante Critère rupture Dissipation énergie Glissement terrain Limite supérieure Monographie Mur soutènement Mécanique sol Méthode énergétique Plasticité Pression sol Stabilité versant Surface rupture Travail mécanique
- Keyword (en)
- Earthquake effect Limit design Loadbearing capacity Fracture criterion Energy dissipation Landslide Upper bound Monographs Retaining wall Soil mechanics Energy method Plasticity Soil pressure Slope stability Fracture surface Work(mechanics)
- Keyword (es)
- Acción sismo Cálculo a la ruptura Capacidad soporte Criterio ruptura Disipación energía Desmoronamiento tierra Límite superior Monografía Muro contención Mecánica suelo Método energético Plasticidad Presión suelo Estabilidad vertiente Superficie ruptura Trabajo mecánico
- 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
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 19522924
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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