Alkali-aggregate reactivity in Nova Scotia

Canadian Journal of Civil Engineering

Volumn 27, Issue 2, 2000, Pages 204-211

  Langiey, W S ^a  

^a WS Langley Concrete and Materials Technology Inc   (Canada)

Author keywords

Alkali aggregate reaction; Expansion; Fly ash; Meta sediments; Mortar bar test; Pozzolans; Prism test; Quarries; Supplementary cementing materials

Indexed keywords

CEMENT ADDITIVES; CONCRETE CONSTRUCTION; CRYSTALLINE ROCKS; FLY ASH; GRANITE; POZZOLAN; QUARRIES; SEDIMENTS; SILICA;

ALKALI AGGREGATE REACTIVITY; ALKALI SILICA REACTIVITY; CEMENT PASTE; MORTAR BAR TEST; POWERHOUSE STRUCTURES; SILICEOUS AGGREGATES;

CONCRETE AGGREGATES;

AGGREGATE; ALKALINITY; CONCRETE STRUCTURE; FLY ASH;

CANADA; NOVA SCOTIA;

EID: 0034174299     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/cjce-27-2-204     Document Type: Article

References (4)

1. CSA. 1994. Test method for detection of alkali-silica reactive aggregate by accelerated expansion of mortar bars. In Methods of test for concrete. Standard A23.2-25A, Canadian Standards Association, Rexdale, Ont., pp. 236-242.
2. Duncan, M.A.G., Swenson, E.G., Gillott, J.E., andForan, M.R. 1973. Alkali-aggregate reaction in Nova Scotia. Parts I, II, III, andIV. Cement and Concrete Research, 3(1-4): 55-69, 119128, 233-245, and521-535.
3. Langley, W.S., Fournier, B., andMalhotra, V.M. 1993. Alkali-aggregate reaction in Nova Scotia. CANMET, Natural Resources Canada, Ottawa, Ont.
4. Montreal Engineering Company Limited. 1963. Mersey concrete investigation. Report to Nova Scotia Power Commission. Montreal Engineering Company Limited, Montreal, Que.