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contributor authorTarun R. Naik
contributor authorYoon-Moon Chun
contributor authorRudolph N. Kraus
contributor authorShiw S. Singh
contributor authorLori-Lynn C. Pennock
contributor authorBruce W. Ramme
date accessioned2017-05-08T21:22:39Z
date available2017-05-08T21:22:39Z
date copyrightNovember 2001
date issued2001
identifier other%28asce%291084-0680%282001%296%3A4%28154%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49029
description abstractThis investigation was conducted to collect state-of-the-art information on the strength and durability of roller-compacted concrete (RCC) for pavement construction made with and without supplementary cementitious materials, and to describe the construction experience gained in two pavement projects (Projects I and II) recently completed in Wisconsin. Project I deals with performance of conventional high-volume fly ash (HVFA) concrete pavement having a roller-compacted, no-fines permeable base course containing fly ash obtained from an SO
publisherAmerican Society of Civil Engineers
titleStrength and Durability of Roller-Compacted HVFA Concrete Pavements
typeJournal Paper
journal volume6
journal issue4
journal titlePractice Periodical on Structural Design and Construction
identifier doi10.1061/(ASCE)1084-0680(2001)6:4(154)
treePractice Periodical on Structural Design and Construction:;2001:;Volume ( 006 ):;issue: 004
contenttypeFulltext


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