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Effects of density on cyclic behaviour of anisotropically consolidated Ottawa sand under undrained torsional loading

Author
GEORGIANNOU, V. N1 ; KONSTADINOU, M1
[1] Department of Civil Engineering, National Technical University of Athens, Soil Mechanics Section, Greece
Source

Geotechnique. 2014, Vol 64, Num 4, pp 287-302, 16 p ; ref : 3/4 p

CODEN
GTNQA8
ISSN
0016-8505
Scientific domain
Civil engineering; Geology; Geophysics
Publisher
Telford, London
Publication country
United Kingdom
Document type
Article
Language
English
Author keyword
anisotropy consolidation laboratory tests liquefaction sands torsion
Keyword (fr)
Accumulation Amplitude Anisotropie Chargement Cisaillement Consolidation Contrainte cisaillement Densité Déformation sous contrainte Eau interstitielle Liquéfaction Mise en charge cyclique Pression eau Pression interstitielle Résistance mécanique Sable Torsion Transformation phase
Keyword (en)
accumulation amplitude anisotropy loading shear consolidation shear stress density strain pore water liquefaction cyclic loading water pressure pore pressure strength sand torsion phase transformation
Keyword (es)
Amplitud Anisotropía Cargamento Cizalladura Consolidación Tensión cizallamiento Densidad Deformación bajo tensión Agua intersticial Licuefacción Carga cíclica Presión agua Presión poros Resistencia mecánica Arena Torsión
Classification
Pascal
001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01O Engineering and environment geology. Geothermics / 001E01O01 Engineering geology

Discipline
Earth sciences
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
28360876

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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