Hubungan halaju denyut ultrasonik-kekuatan mampatan konkrit: Kesan nisbah batu baur-simen, nisbah air simen dalam kaedah pengawetan berbeza
The effects of aggregate-cement and water-cement ratios on the relationship between ultrasonic pulse velocities and the cube compressive strength of concrete under continues wet curing and wet curing for specilic periods were studied. The relationship of the velocity with the compressive strength...
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ukm-12832011-10-11T03:45:17Z http://journalarticle.ukm.my/1283/ Hubungan halaju denyut ultrasonik-kekuatan mampatan konkrit: Kesan nisbah batu baur-simen, nisbah air simen dalam kaedah pengawetan berbeza Kamarudin Mohd Yusof, The effects of aggregate-cement and water-cement ratios on the relationship between ultrasonic pulse velocities and the cube compressive strength of concrete under continues wet curing and wet curing for specilic periods were studied. The relationship of the velocity with the compressive strength almost unaffected by the aggregate-cement ratios between 4.8 and 6.8, but the variation of water-cement ratio between 0.45 and 0.67 has some effect. The differences become more pronounced in the wet cured samples which have been exposed to the laboratory conditions. The ultrasonic velocities of similar samples and cured in similar manner but were tested at different ages follow the same velocity-strength relationship 1990 Article PeerReviewed Kamarudin Mohd Yusof, (1990) Hubungan halaju denyut ultrasonik-kekuatan mampatan konkrit: Kesan nisbah batu baur-simen, nisbah air simen dalam kaedah pengawetan berbeza. Jurnal Kejuruteraan, 2 . http://www.ukm.my/jkukm/index.php/jkukm |
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Digital Repository |
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Local University |
institution |
Universiti Kebangasaan Malaysia |
building |
UKM Institutional Repository |
collection |
Online Access |
description |
The effects of aggregate-cement and water-cement ratios on the relationship between
ultrasonic pulse velocities and the cube compressive strength of concrete under
continues wet curing and wet curing for specilic periods were studied. The
relationship of the velocity with the compressive strength almost unaffected by the
aggregate-cement ratios between 4.8 and 6.8, but the variation of water-cement ratio
between 0.45 and 0.67 has some effect. The differences become more pronounced in
the wet cured samples which have been exposed to the laboratory conditions. The
ultrasonic velocities of similar samples and cured in similar manner but were tested at
different ages follow the same velocity-strength relationship |
format |
Article |
author |
Kamarudin Mohd Yusof, |
spellingShingle |
Kamarudin Mohd Yusof, Hubungan halaju denyut ultrasonik-kekuatan mampatan konkrit: Kesan nisbah batu baur-simen, nisbah air simen dalam kaedah pengawetan berbeza |
author_facet |
Kamarudin Mohd Yusof, |
author_sort |
Kamarudin Mohd Yusof, |
title |
Hubungan halaju denyut ultrasonik-kekuatan mampatan konkrit: Kesan nisbah
batu baur-simen, nisbah air simen dalam kaedah pengawetan berbeza
|
title_short |
Hubungan halaju denyut ultrasonik-kekuatan mampatan konkrit: Kesan nisbah
batu baur-simen, nisbah air simen dalam kaedah pengawetan berbeza
|
title_full |
Hubungan halaju denyut ultrasonik-kekuatan mampatan konkrit: Kesan nisbah
batu baur-simen, nisbah air simen dalam kaedah pengawetan berbeza
|
title_fullStr |
Hubungan halaju denyut ultrasonik-kekuatan mampatan konkrit: Kesan nisbah
batu baur-simen, nisbah air simen dalam kaedah pengawetan berbeza
|
title_full_unstemmed |
Hubungan halaju denyut ultrasonik-kekuatan mampatan konkrit: Kesan nisbah
batu baur-simen, nisbah air simen dalam kaedah pengawetan berbeza
|
title_sort |
hubungan halaju denyut ultrasonik-kekuatan mampatan konkrit: kesan nisbah
batu baur-simen, nisbah air simen dalam kaedah pengawetan berbeza |
publishDate |
1990 |
url |
http://journalarticle.ukm.my/1283/ http://journalarticle.ukm.my/1283/ |
first_indexed |
2023-09-18T19:32:54Z |
last_indexed |
2023-09-18T19:32:54Z |
_version_ |
1777405079802871808 |