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Modeling of strain dependency of shear modulus and damping of clayey sand

Author
WANG, G. X1 ; KUWANO, J2
[1] Tokyo Electric Power Service Co. Ltd. (formerly Tokyo Institute of Technology), Tokyo, Japan
[2] Department of Civil Engineering, Tokyo Institute of Technology, O-okayama, Meguro, Tokyo 152-8552, Japan
Source

Soil dynamics and earthquake engineering (1984). 1999, Vol 18, Num 6, pp 463-471 ; Illustration , Table ; ref : 21 ref

CODEN
SDEEEJ
ISSN
0267-7261
Scientific domain
Civil engineering; Geophysics
Publisher
Elsevier Science, Oxford
Publication country
United Kingdom
Document type
Article
Language
English
Keyword (fr)
Argile Chargement Compression triaxiale Déformation Eau interstitielle Essai cisaillement Etude laboratoire Granulométrie Module cisaillement Modèle Pression confinement Pression pores Sable Séisme Amortissement Sable argileux Roche clastique Roche sédimentaire
Keyword (en)
clay loading triaxial tests deformation pore water shear tests laboratory studies granulometry shear modulus models confining pressure pore pressure sand earthquakes clastic rocks sedimentary rocks
Keyword (es)
Arcilla Cargamento Compresión triaxial Agua intersticial Ensayo cortante Granulometría Módulo cizalladura Coulomb Modelo Presión poros Arena Sismo Roca clástica Roca sedimentaria
Classification
Pascal
001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01M Internal geophysics / 001E01M03 Earthquakes, seismology

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
1878158

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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