The role of particle breakage in pile creep in sand

Canadian Geotechnical Journal

Volumn 33, Issue 6, 1996, Pages 888-898

  Leung, C F ^a   Lee, F H ^a   Yet, N S ^a  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

Centrifuge models; Creep; Mechanism; One dimensional compression; Pile; Sand

Indexed keywords

CREEP; DENSITY (SPECIFIC GRAVITY); MATHEMATICAL MODELS; PARTICLES (PARTICULATE MATTER); PILE FOUNDATIONS; PILES; SAND; SETTLEMENT OF STRUCTURES; STRESS RELAXATION; STRESSES; STRUCTURAL LOADS;

CENTRIFUGE MODELS; PARTICLE BREAKAGE; SETTLEMENT RATE; STRESS TRANSFER;

ENGINEERING GEOLOGY;

COMPRESSION; CREEP; PILE; SAND; SETTLEMENT;

EID: 0030433241     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t96-119     Document Type: Article

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