Variability and scale-dependency of tire-derived aggregate

Journal of Materials in Civil Engineering

Volumn 19, Issue 3, 2007, Pages 233-241

  Strenk, Patrick M ^a   Wartman, Joseph ^a   Grubb, Dennis G ^b   Humphrey, Dana N ^c   Natale, Mark F ^a  

^a Drexel University   (United States)

^b Schnabel Engineering LLC   (United States)

^c The University of Maine   (United States)

Author keywords

Cohesion; Compressibility; Internal friction; Particle size; Recycling; Scale effects; Tires; Uncertainty principle

Indexed keywords

COMPACTION; ELASTIC MODULI; FRICTION; REGRESSION ANALYSIS; SHEAR STRENGTH;

COEFFICIENT OF VARIATION; COHESION; CONSTRAINED MODULUS; FRICTION ANGLE; MOHR-COULOMB FAILURE CRITERION;

CONCRETE AGGREGATES;

COHESION; COMPACTION; COULOMB CRITERION; FAILURE ANALYSIS; FRICTION; MOHR THEORY; PARTICLE SIZE; REGRESSION ANALYSIS; SCALE EFFECT; SHEAR STRENGTH; SOIL AGGREGATE; TIRE;

EID: 33847240898     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0899-1561(2007)19:3(233)     Document Type: Article

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