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Effect of Fine Particle Migration on the Small-Strain Stiffness of Unsaturated Soils

Author
ALRAMAHI, Bashar1 ; ALSHIBLI, Khalid A2 ; FRATTA, Dante3
[1] ExxonMobil Upstream Research Company, Houston, TX 77098, United States
[2] Dept. of Civil and Environmental Engineering, Louisiana State Univ.-Southern Univ., Baton Rouge, LA 70803, United States
[3] Civil and Environmental Engineering and Geological Engineering, Univ. of Wisconsin-Madison, Madison, WI 53706, United States
Source

Journal of geotechnical and geoenvironmental engineering. 2010, Vol 136, Num 4, pp 620-628, 9 p ; ref : 3/4 p

ISSN
1090-0241
Scientific domain
Environment; Civil engineering
Publisher
American Society of Civil Engineers, Reston, VA
Publication country
United States
Document type
Article
Language
English
Author keyword
Particle migration Particles Radiography Shear modulus Stiffness Unsaturated soils Wave propagation X rays X-ray microcomputed tomography
Keyword (fr)
Analyse site Essai sol Etude expérimentale Migration Module cisaillement Particule fine Propagation onde Rayon X Rigidité Résultat expérimental Sol non saturé Tomographie
Keyword (en)
Site analysis Soil test Experimental study Migration Shear modulus Fine particle Wave propagation X ray Stiffness Experimental result Unsaturated soil Tomography
Keyword (es)
Análisis emplazamiento Ensayo suelo Estudio experimental Migración Módulo cizalladura Coulomb Partícula fina Propagación onda Rayos X Rigidez Resultado experimental Suelo no saturado Tomografía
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F01 Soil investigations. Testing

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
22605799

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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