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Collapse of loose sand with the addition of fines: the role of particle shape

Author
YANG, J1 ; WEI, L. M1
[1] Department of Civil Engineering, The University of Hong Kong, Hong-Kong
Source

Geotechnique. 2012, Vol 62, Num 12, pp 1111-1125, 15 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
fabric/structure of soils laboratory tests liquefaction sands shear strength silts
Keyword (fr)
Angle frottement Bâti Cisaillement Degré arrondi Effondrement Essai triaxial Etude expérimentale Exposition Fabrique Fraction fine Grain Interprétation Liquéfaction Microstructure Modèle Mécanique sol Particule Résistance cisaillement Sable quartzique Silice Silt Sol Fujian Asie Chine Extrême Orient
Keyword (en)
friction angles frame structure shear roundness collapse triaxial tests experimental studies exhibits fabric fine-grained materials grains interpretation liquefaction microstructures models soil mechanics particles shear strength quartz sand silica silt soils Fujian China Asia China Far East
Keyword (es)
Angulo rozamiento Cizalladura Grado redondez Fábrica Fracción fina Grano Interpretación Licuefacción Microestructura Modelo Mecánica suelo Resistencia cizallamiento Sílice Limo Suelo Fukien Asia China Extremo Oriente
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
26593902

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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