Characterization of cementitiously stabilized granular materials for pavement design using unconfined compression and idt testings with internal displacement measurements

Journal of Materials in Civil Engineering

Volumn 22, Issue 5, 2010, Pages 495-505

  Piratheepan, J ^a   Gnanendran, C T ^a   Lo, S C R ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Characterization; IDT testing; Internal displacement measurement; Lightly stabilized granular material; Slag lime binder; Stiffness modulus; Unconfined compression testing

Indexed keywords

BINDER STIFFNESS; DISPLACEMENT MEASUREMENTS; IDT TESTING; INTERNAL DISPLACEMENT MEASUREMENT; LIGHTLY STABILIZED GRANULAR MATERIAL; UNCONFINED COMPRESSION;

BINDERS; CEMENTS; COMPRESSION TESTING; COMPRESSIVE STRENGTH; DESIGN; GRANULAR MATERIALS; LIME; PAVEMENT OVERLAYS; ROADS AND STREETS; SLAGS; STIFFNESS; TENSILE TESTING;

LOAD TESTING;

BASE COURSE; CEMENT; COMPRESSIVE STRENGTH; DEFORMATION; ELASTIC MODULUS; GRANULAR MEDIUM; LIME; PAVEMENT; SLAG; STIFFNESS; TENSILE STRENGTH;

EID: 77953333441     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000051     Document Type: Article

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