Perlite concrete. 1. Density and compressive strength in relation to mix proportions and methods of curing /
The effect of four different curing treatments on the compressive strength,and de1lsity of perlite concretes of different mix proportions is studied. The results show that the strength and density of the concrete decreases with increasing perlite content and with the use of air entrain- ment. Unexpe...
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| Corporate Author: | |
| Other Authors: | |
| Format: | Book |
| Language: | English |
| Published: |
Melbourne :
CSIRO Division of Building Research,
1958.
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| Series: | Report C (CSIRO. Division of Building Research) ;
C3.1-1 |
| Subjects: |
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| 003 | CARM | ||
| 005 | 20150821151848.0 | ||
| 008 | 150821s1958 vra 000 0 eng d | ||
| 019 | 1 | |a 69841741 |5 LACONCORD2021 | |
| 035 | |a (OCoLC)1267898087 |5 LACONCORD2021 | ||
| 040 | |a VS:BR | ||
| 042 | |a anuc | ||
| 082 | 0 | 4 | |a 620.136 |
| 100 | 1 | |a Blakey, F. A. |q (Frank A.) | |
| 245 | 1 | 0 | |a Perlite concrete. 1. Density and compressive strength in relation to mix proportions and methods of curing / |c F.A. Blakey and E.N. Mattison. |
| 260 | |a Melbourne : |b CSIRO Division of Building Research, |c 1958. | ||
| 300 | |a 10 p. ; |c 25 cm. | ||
| 490 | 1 | |a Report C / CSIRO Division of Building Research ; |v C3.1-1 | |
| 520 | 3 | |a The effect of four different curing treatments on the compressive strength,and de1lsity of perlite concretes of different mix proportions is studied. The results show that the strength and density of the concrete decreases with increasing perlite content and with the use of air entrain- ment. Unexpectedly low strengths were obtained with concrete cured in high pressure steam, and possible explanations for this behaviour are noted. | |
| 650 | 0 | |a Perlite |x Mechanical properties. | |
| 650 | 0 | |a Concrete |x Curing. | |
| 650 | 0 | |a Concrete |x Mixing. | |
| 700 | 1 | |a Mattison, E. N. | |
| 710 | 2 | |a CSIRO. |b Division of Building Research | |
| 852 | 8 | |b CARM |p 0621859 |f BK | |
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| 830 | 0 | |a Report C (CSIRO. Division of Building Research) ; |v C3.1-1 | |
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