ACI 308-213R
Report on Internally Cured Concrete Using Prewetted Absorptive Lightweight Aggregate
Organization:
ACI - American Concrete Institute
Year: 2013
Abstract: Internally cured concrete uses absorptive materials in the mixture that supplement the standard curing practices by supplying moisture to the interior of the concrete (ACI 308R-01). This process adds moisture without affecting the w/cm. The moisture is desorbed for internal moisture augmentation at the time needed to further hydrate the cement. This water addition can be achieved using several materials (Jensen and Lura 2006; Kovler and Jensen 2007), including prewetted lightweight aggregate, super-absorbent particles, wood fibers, and absorbent limestone aggregate. This report will focus primarily on the use of prewetted lightweight aggregate.
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contributor author | ACI - American Concrete Institute | |
date accessioned | 2017-09-04T17:56:32Z | |
date available | 2017-09-04T17:56:32Z | |
date copyright | 06/01/2013 | |
date issued | 2013 | |
identifier other | FMLWDFAAAAAAAAAA.pdf | |
identifier uri | http://yse.yabesh.ir/std;query=autho1626AF679D4052736159D/handle/yse/179619 | |
description abstract | Internally cured concrete uses absorptive materials in the mixture that supplement the standard curing practices by supplying moisture to the interior of the concrete (ACI 308R-01). This process adds moisture without affecting the w/cm. The moisture is desorbed for internal moisture augmentation at the time needed to further hydrate the cement. This water addition can be achieved using several materials (Jensen and Lura 2006; Kovler and Jensen 2007), including prewetted lightweight aggregate, super-absorbent particles, wood fibers, and absorbent limestone aggregate. This report will focus primarily on the use of prewetted lightweight aggregate. | |
language | English | |
title | ACI 308-213R | num |
title | Report on Internally Cured Concrete Using Prewetted Absorptive Lightweight Aggregate | en |
type | standard | |
page | 16 | |
status | Active | |
tree | ACI - American Concrete Institute:;2013 | |
contenttype | fulltext |