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contributor authorAndrew G. Brooks
contributor authorAnton K. Schindler
contributor authorRobert W. Barnes
date accessioned2017-05-08T21:18:14Z
date available2017-05-08T21:18:14Z
date copyrightDecember 2007
date issued2007
identifier other%28asce%290899-1561%282007%2919%3A12%281017%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46258
description abstractThe maturity method accounts for the effect of curing temperature on the strength development of well-cured and consolidated concrete. This paper describes an investigation of the accuracy of the maturity method to estimate the strength when different cementitious systems are used. Mortar cubes, made from Type I cement and various replacement levels of Class C fly ash, Class F fly ash, and ground-granulated blast-furnace slag, were cured at isothermal curing temperatures of 8, 23, and
publisherAmerican Society of Civil Engineers
titleMaturity Method Evaluated for Various Cementitious Materials
typeJournal Paper
journal volume19
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2007)19:12(1017)
treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 012
contenttypeFulltext


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