Resilient moduli response of recycled construction and demolition materials in pavement subbase applications

Journal of Materials in Civil Engineering

Volumn 25, Issue 12, 2013, Pages 1920-1928

  Arulrajah, A ^a   Piratheepan, J ^a   Disfani, M M ^a   Bo, M W ^b  

^a SWINBURNE UNIVERSITY OF TECHNOLOGY   (Australia)

^b DST CONSULTING ENGINEERS INC   (Canada)

Author keywords

Demolition; Geotechnical; Pavement; Permanent deformation.; Recycled materials; Resilient modulus; Waste

Indexed keywords

CONSTRUCTION AND DEMOLITION; GEOTECHNICAL; OPTIMUM MOISTURE CONTENT; PERMANENT DEFORMATIONS; RECYCLED MATERIALS; REPEATED LOAD TRIAXIAL TESTS; RESILIENT MODULUS; THREE-PARAMETER MODELS;

C (PROGRAMMING LANGUAGE); DEFORMATION; DEMOLITION; MOISTURE DETERMINATION; PAVEMENTS; RECYCLING; WASTES;

MATERIALS;

CONSTRUCTION MATERIAL; DEFORMATION; ELASTIC MODULUS; GRANULAR MEDIUM; INDUSTRIAL WASTE; LOADING TEST; MOISTURE CONTENT; PAVEMENT; RECYCLING; RESILIENCE; STRESS; SUBGRADE; TRIAXIAL TEST;

EID: 84888071872     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000766     Document Type: Article

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