Effect of cyclic wetting and drying of restrained mortar specimens /
Tests were done on small bars of cement mortar in which the shrinkage was restrained by a centrally placed steel rod, to compare the behaviour of the mortar under cyclic humidity conditions with the behaviour under uniform drying conditions. It is shown that the cracking strain is independent of wat...
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| Format: | Book |
| Language: | English |
| Published: |
Melbourne :
CSIRO Division of Building Research,
1958.
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| Series: | Report C (CSIRO. Division of Building Research) ;
C2.4-1 |
| Subjects: |
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| 003 | CARM | ||
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| 008 | 150821s1958 vra 000 0 eng d | ||
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| 035 | |a (OCoLC)892503949 |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 Effect of cyclic wetting and drying of restrained mortar specimens / |c F.A. Blakey and R.K. Lewis. |
| 260 | |a Melbourne : |b CSIRO Division of Building Research, |c 1958. | ||
| 300 | |a 6 p., [6 p.] :. | ||
| 490 | 1 | |a Report C / CSIRO Division of Building Research ; |v C2.4-1 | |
| 520 | 3 | |a Tests were done on small bars of cement mortar in which the shrinkage was restrained by a centrally placed steel rod, to compare the behaviour of the mortar under cyclic humidity conditions with the behaviour under uniform drying conditions. It is shown that the cracking strain is independent of water/cement ratio, but that this strain does increase with time. The cyclic treatment chosen was much less severe than the uniform drying conditions. | |
| 650 | 0 | |a Concrete |x Testing. | |
| 650 | 0 | |a Humidity. | |
| 700 | 1 | |a Lewis, R. K. |q (Russell Keith), |d 1929- | |
| 710 | 2 | |a CSIRO |b Division of Building Research. | |
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| 852 | 8 | |b SCAN |h A3:AI25C0 |i F09164 |p 0621857 |f BK | |
| 830 | 0 | |a Report C (CSIRO. Division of Building Research) ; |v C2.4-1 | |
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