The influence of compaction method and density on the strength and modulus of cementitiously stabilised pavement materials

International Journal of Pavement Engineering

Volumn 6, Issue 2, 2005, Pages 97-110

  White, Gregory William ^a,b,c   Gnanendran, Carthigesu T ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

^b Unit 19   (Australia)

^c GHD PTY LTD   (Australia)

Author keywords

Compaction method; Density; Gyratory compaction; Modulus; Stabilised pavement material; Strength

Indexed keywords

GYRATORY COMPACTION; RESILIENT MODULUS; STABILIZED PAVEMENT MATERIALS; STANDARD PROCTOR COMPACTION;

BINDERS; BUILDING MATERIALS; COMPACTION; COMPRESSIVE STRENGTH; ELASTIC MODULI; GYRATORS; MOISTURE; TENSILE TESTING;

PAVEMENTS;

EID: 22144469801     PISSN: 10298436     EISSN: 1477268X     Source Type: Journal    
DOI: 10.1080/10298430500089593     Document Type: Article

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