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Improved procedure for proportioning mixes of structural lightweight concrete
Mix proportioning procedures of existing ACI Standard 613A-59 were used as basis for comparison in investigation; procedure utilizes concept of "specific gravity factor" as aggregate weight-to-volume ratio; specific gravity factor is found by trial mix procedure; theoretical analysis indicates that this factor can be more precisely determined directly, by simple pycnometer procedures using aggregate alone; theoretical considerations were confirmed by pycnometer tests and trial mixes containing number of different light weight aggregates in which moisture contents of fine and coarse fractions varied.
Improved procedure for proportioning mixes of structural lightweight concrete
Mix proportioning procedures of existing ACI Standard 613A-59 were used as basis for comparison in investigation; procedure utilizes concept of "specific gravity factor" as aggregate weight-to-volume ratio; specific gravity factor is found by trial mix procedure; theoretical analysis indicates that this factor can be more precisely determined directly, by simple pycnometer procedures using aggregate alone; theoretical considerations were confirmed by pycnometer tests and trial mixes containing number of different light weight aggregates in which moisture contents of fine and coarse fractions varied.
Improved procedure for proportioning mixes of structural lightweight concrete
Portland Cement Assn -- Research Development Laboratories -- J
Landgren, R. (author) / Hanson, J.A. (author) / Pfeifer, D.W. (author)
1965
19 pages
Article (Journal)
English
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