Behaviour of lime - Slag-treated clay

Proceedings of the Institution of Civil Engineers: Ground Improvement

Volumn 161, Issue 4, 2008, Pages 207-216

  James, Robert ^a   Kamruzzaman, A H M ^b   Haque, Asadul ^c   Wilkinson, Alex ^a  

^a Coffey Partners Pty Ltd ^*  (Australia)

^b Monash University ^*  (Australia)

^c MONASH UNIVERSITY   (Australia)

Author keywords

Foundation; Geotechnical engineering; Strength and testing of materials

Indexed keywords

ALUMINOSILICATES; BENTONITE; CALCIUM; CALCIUM ALLOYS; CEMENTS; CLAY; CLAY MINERALS; CLAY PRODUCTS; COMPRESSIVE STRENGTH; CRYSTALLINE MATERIALS; GEOTECHNICAL ENGINEERING; HYDRATES; HYDRATION; KAOLIN; LIME; MATERIALS TESTING; SCANNING ELECTRON MICROSCOPY; SILICATE MINERALS; SILICATES; SLAGS; STRENGTH OF MATERIALS; X RAY ANALYSIS; X RAY DIFFRACTION ANALYSIS;

ALUMINIUM SILICATES; CALCIUM SILICATE HYDRATES; CLAY PARTICLES; GROUND GRANULATED BLASTFURNACE SLAGS; HYDROTALCITE; MICROSTRUCTURAL; POZZOLANIC REACTIONS; REACTION PRODUCTS; RELATIVE INTENSITIES; REPLACEMENT RATIOS; SEM IMAGES; STRENGTH AND TESTING OF MATERIALS; UNCONFINED COMPRESSIVE STRENGTHS; UNTREATED CLAYS; UPPER LIMITS; X-RAY DIFFRACTIONS; XRD ANALYSES;

HYDRATED LIME;

CLAY; COMPARATIVE STUDY; COMPRESSIVE STRENGTH; FOUNDATION; KAOLIN; LIME; MICROSTRUCTURE; MIXING; SCANNING ELECTRON MICROSCOPY; SLAG; X-RAY DIFFRACTION;

EID: 57849089645     PISSN: 17550750     EISSN: 17550769     Source Type: Journal    
DOI: 10.1680/grim.2008.161.4.207     Document Type: Article

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