Geotechnical properties of blends of recycled clay masonry and recycled concrete aggregates in unbound pavement construction

Journal of Materials in Civil Engineering

Volumn 25, Issue 6, 2013, Pages 788-798

  Azam, A M ^a   Cameron, D A ^a  

^a UNIVERSITY OF SOUTH AUSTRALIA   (Australia)

Author keywords

Matric suction; Permanent strain; Recycled aggregates; Resilient modulus; Shear strength; Shrinkage

Indexed keywords

ENGINEERING CHARACTERISTICS; MATRIC SUCTIONS; PERMANENT STRAIN; RECYCLED AGGREGATES; RECYCLED CONCRETE AGGREGATES; REPEATED LOADING TRIAXIAL TESTS; RESILIENT MODULUS; SOIL-WATER CHARACTERISTIC CURVE;

CONCRETE AGGREGATES; CONCRETES; MASONRY MATERIALS; MOISTURE DETERMINATION; SHEAR STRENGTH; SHRINKAGE; TESTING;

RECYCLING;

AGGREGATE; COHESION; CONSTRUCTION METHOD; GEOTECHNICAL PROPERTY; LOADING TEST; MASONRY; MOISTURE CONTENT; PAVEMENT; SHEAR STRENGTH; SHRINKAGE; STRAIN ANALYSIS; SUCTION; TRIAXIAL TEST;

AUSTRALIA; SOUTH AUSTRALIA;

EID: 84879583338     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000634     Document Type: Article

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