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Report on High-Strength Concrete

contributor authorACI - American Concrete Institute
date accessioned2017-09-04T18:25:15Z
date available2017-09-04T18:25:15Z
date copyright03/01/2010
date issued2010
identifier otherAHOOQCAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std;query=autho462sear3FCDCAC4/handle/yse/207528
description abstractScope of report
Because the definition of HSC has changed over the years, the following scope was adopted by Committee 363 for this report: "The immediate concern of Committee 363 shall be concretes with specified compressive strengths for design of 8000 psi (55 MPa) or greater, but for the present time, considerations shall not include concrete made using exotic materials or techniques." The word "exotic" was included so that the committee would not be concerned with concretes such as polymer-impregnated concrete, epoxy concrete, ultra-high-performance concrete; concrete with artificial, normal, and heavyweight aggregates; and reactive powder concrete. In addition to focusing on concretes made with nonexotic materials or techniques, the committee also attempted to focus on concretes that were commercially viable rather than concretes that have only been produced in the laboratory.
languageEnglish
titleACI 363Rnum
titleReport on High-Strength Concreteen
typestandard
page69
statusActive
treeACI - American Concrete Institute:;2010
contenttypefulltext
subject keywordsconcrete properties
subject keywordseconomic considerations
subject keywordshigh-strength concrete
subject keywordsmaterial selection
subject keywordsmixture proportions
subject keywordsquality control
subject keywordsstructural applications
subject keywordsstructural design


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