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ACI 211.3R
Guide for Selecting Proportions for No-Slump Concrete
Organization:
ACI - American Concrete Institute
Year: 2009
Abstract: ACI 211.1 provides methods for proportioning concrete with slumps greater than 25 mm (1 in.) as measured by ASTM C 143/C 143M. This guide is an extension of ACI 211.1 and addresses the proportioning of concrete having slump in the range of zero to 25 mm (1 in.).
The paired values stated in inch-pound and SI units are the results of conversions that reflect the intended degree of accuracy. Each system is used independently of the other in the examples. Combining values from the two systems may result in nonconformance with this guide.
In addition to the general discussion on proportioning no-slump concrete, this guide includes proportioning procedures for these classes of no-slump concrete: roller-compacted concrete (Appendix 3); roof tiles (Appendix 4); concrete masonry units (CMU) (Appendix 5); and pervious concrete (Appendix 6).
The paired values stated in inch-pound and SI units are the results of conversions that reflect the intended degree of accuracy. Each system is used independently of the other in the examples. Combining values from the two systems may result in nonconformance with this guide.
In addition to the general discussion on proportioning no-slump concrete, this guide includes proportioning procedures for these classes of no-slump concrete: roller-compacted concrete (Appendix 3); roof tiles (Appendix 4); concrete masonry units (CMU) (Appendix 5); and pervious concrete (Appendix 6).
Subject: durability
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| contributor author | ACI - American Concrete Institute | |
| date accessioned | 2017-09-04T17:59:21Z | |
| date available | 2017-09-04T17:59:21Z | |
| date copyright | 01/01/2002 (R 2009) | |
| date issued | 2009 | |
| identifier other | FTYSLCAAAAAAAAAA.pdf | |
| identifier uri | http://yse.yabesh.ir/std;query=autho47037D83081D20686159DD6E273C9FCD0Fa/handle/yse/182452 | |
| description abstract | ACI 211.1 provides methods for proportioning concrete with slumps greater than 25 mm (1 in.) as measured by ASTM C 143/C 143M. This guide is an extension of ACI 211.1 and addresses the proportioning of concrete having slump in the range of zero to 25 mm (1 in.). The paired values stated in inch-pound and SI units are the results of conversions that reflect the intended degree of accuracy. Each system is used independently of the other in the examples. Combining values from the two systems may result in nonconformance with this guide. In addition to the general discussion on proportioning no-slump concrete, this guide includes proportioning procedures for these classes of no-slump concrete: roller-compacted concrete (Appendix 3); roof tiles (Appendix 4); concrete masonry units (CMU) (Appendix 5); and pervious concrete (Appendix 6). | |
| language | English | |
| title | ACI 211.3R | num |
| title | Guide for Selecting Proportions for No-Slump Concrete | en |
| type | standard | |
| page | 26 | |
| status | Active | |
| tree | ACI - American Concrete Institute:;2009 | |
| contenttype | fulltext | |
| subject keywords | durability | |
| subject keywords | mixture proportioning | |
| subject keywords | no-slump concrete | |
| subject keywords | roller-compacted concrete | |
| subject keywords | slump test | |
| subject keywords | water-cementitious materials ratio |