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contributor authorTarun R. Naik
contributor authorRudolph N. Kraus
contributor authorYoon-moon Chun
contributor authorFrancois D. Botha
date accessioned2017-05-08T21:17:55Z
date available2017-05-08T21:17:55Z
date copyrightDecember 2005
date issued2005
identifier other%28asce%290899-1561%282005%2917%3A6%28659%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46081
description abstractCast-concrete hollow blocks, solid blocks, and paving stones were produced at a manufacturing plant by replacing up to 45% (by mass) of portland cement with fluidized bed combustion (FBC) coal ash and up to 9% of natural aggregates with wet-collected, low-lime, coarse coal-ash (WA). Cast-concrete product specimens of all three types exceeded the compressive strength requirements of ASTM from early ages, with the exception of one paving-stone mixture, which fell short of the requirement by less than 10%. The cast-concrete products made by replacing up to 40% of cement with FBC ash were equivalent in strength (89–113% of control) to the products without ash. The abrasion resistance of paving stones was equivalent for up to 34% FBC ash content. Partial replacement of aggregates with WA decreased strength of the products. The resistance of hollow blocks and paving stones to freezing and thawing decreased appreciably with increasing ash contents. The cast-concrete products could be used indoors in regions where freezing and thawing is a concern, and outdoors in a moderate climate.
publisherAmerican Society of Civil Engineers
titleCast-Concrete Products Made with FBC Ash and Wet-Collected Coal-Ash
typeJournal Paper
journal volume17
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2005)17:6(659)
treeJournal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 006
contenttypeFulltext


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