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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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