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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Main Author: Kamarudin Mohd Yusof
Format: Article
Published: 1990
Online Access:http://journalarticle.ukm.my/1283/
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author Kamarudin Mohd Yusof,
author_facet Kamarudin Mohd Yusof,
author_sort Kamarudin Mohd Yusof,
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
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institution Universiti Kebangasaan Malaysia
institution_category Local University
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publishDate 1990
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spelling 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
spellingShingle Kamarudin Mohd Yusof,
Hubungan halaju denyut ultrasonik-kekuatan mampatan konkrit: Kesan nisbah batu baur-simen, nisbah air simen dalam kaedah pengawetan berbeza
title 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_short 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
url http://journalarticle.ukm.my/1283/
http://journalarticle.ukm.my/1283/