External stability of group column type deep mixing improved ground under embankment loading
- Author
- KITAZUME, Masaki1 ; MARUYAMA, Kenji2
[1] Port and Airport Research Institute, Japan
[2] Geodesign Co., Ltd, Japan - Source
Soils and foundations. 2006, Vol 46, Num 3, pp 323-340, 18 p ; ref : 21 ref
- CODEN
- SOIFBE
- ISSN
- 0038-0806
- Scientific domain
- Civil engineering; Geology
- Publisher
- Japanese Geotechnical Society, Tokyo
- Publication country
- Japan
- Document type
- Article
- Language
- English
- Author keyword
- FEM analysis centrifuge model test deep mixing soil stabilization deformation embankment failure soft ground stability (IGC: K6)
- Keyword (fr)
- Centrifugeuse Déformation Déplacement Effondrement Essai sur modèle Etude comparative Module élasticité Mélangeage Méthode calcul Méthode élément fini Remblai Résultat expérimental Sol mou Stabilisation sol Stabilité
- Keyword (en)
- Centrifuge Deformation Displacement Collapse Model test Comparative study Elastic modulus Mixing Computing method Finite element method Embankments Experimental result Soft soil Soil stabilization Stability
- Keyword (es)
- Centrífuga Deformación Desplazamiento Desmoronamiento Ensayo sobre modelo Estudio comparativo Módulo elasticidad Mezclado Método cálculo Método elemento finito Terraplén Resultado experimental Suelo blando Estabilización suelo Estabilidad
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F04 Stabilization. Consolidation
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 18010258
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
10.3208/sandf.46.323 
https://dx.doi.org/10.3208/sandf.46.323
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