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Cyclic strength and deformation of crushable carbonate sand

Author
HYODO, M1 ; ARAMAKI, N1 ; ITOH, M1 ; HYDE, A. F. L
[1] Department of Civil Engineering, Yamaguchi University, Ube, 755, Japan
Source

Soil dynamics and earthquake engineering (1984). 1996, Vol 15, Num 5, pp 331-336 ; Illustration , Table ; ref : 9 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)
Amplitude Carbonate Composition carbonatée Compression triaxiale Contrainte cisaillement Densité Dimension grain Déformation sous contrainte Inversion champ Liquéfaction Milieu anisotrope Milieu isotrope Pression pores Rupture brutale Sable Silice Sol Eire Roche clastique meuble Roche sédimentaire Europe
Keyword (en)
amplitude carbonates calcareous composition triaxial tests shear stress density grain size strain reversals liquefaction anisotropic materials isotropic materials pore pressure failures sand silica soils Ireland clastic sediments sedimentary rocks Europe
Keyword (es)
Amplitud Carbonato Composición carbonatada Compresión triaxial Tensión cizallamiento Densidad Dimensión grano Deformación bajo tensión Inversión de campo Licuefacción Medio anisótropo Medio isotropo Presión poros Rotura por sobrecarga Arena Sílice Suelo Eire Sedimento clástico Roca sedimentaria Europa
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
3132593

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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