Influence of wet-dry cycles on compressive strength of calcium carbide residue-fly ash stabilized clay

Journal of Materials in Civil Engineering

Volumn 26, Issue 4, 2014, Pages 633-643

  Kampala, Apichit ^a   Horpibulsuk, Suksun ^b   Prongmanee, Nutthachai ^b   Chinkulkijniwat, Avirut ^b  

^a RAJAMANGALA UNIVERSITY OF TECHNOLOGY ISAN   (Thailand)

^b SURANAREE UNIVERSITY OF TECHNOLOGY   (Thailand)

Author keywords

Calcium carbide residue; Clay stabilization; Durability; Fly ash; Pozzolanic reaction; Wet dry cycle

Indexed keywords

CALCIUM CARBIDE; CEMENTS; COMPRESSIVE STRENGTH; FLY ASH; OPTIMIZATION; PAVEMENTS; SOIL MECHANICS; STABILIZATION;

AMERICAN CONCRETE INSTITUTE; CALCIUM CARBIDE RESIDUE; CLAY STABILIZATION; ORDINARY PORTLAND CEMENT; POZZOLANIC REACTION; WET-DRY CYCLE; WETTING AND DRYING; WETTING AND DRYING CYCLES;

DURABILITY;

CEMENT; CLAY SOIL; COMPRESSIVE STRENGTH; DESIGN; DURABILITY; FLY ASH; PAVEMENT; SOIL STABILIZATION; STRENGTH; WETTING-DRYING CYCLE;

EID: 84896074905     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0000853     Document Type: Article

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