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contributor authorNaji N. Khoury
contributor authorRobert Brooks
date accessioned2017-05-08T21:55:06Z
date available2017-05-08T21:55:06Z
date copyrightMay 2010
date issued2010
identifier other%28asce%29mt%2E1943-5533%2E0000088.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66394
description abstractThis study examined the effects of two freeze-thaw (FT) laboratory procedures, FT-1 and FT-2, on stabilized aggregate specimens. Cylindrical specimens were stabilized with 10% Class C fly ash (CFA) cured for selected periods and then subjected to either FT-1 or FT-2 cycles. FT-1 and FT-2 procedures consisted of freezing specimens at
publisherAmerican Society of Civil Engineers
titlePerformance of a Stabilized Aggregate Base Subject to Different Durability Procedures
typeJournal Paper
journal volume22
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000055
treeJournal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 005
contenttypeFulltext


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