FREEZING AND THAWING DURABILITY OF EARLY-AGE CONCRETE
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- YAMAMOTO Yasuhiko
- 社団法人 土木学会 筑波大学 機能工学系
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- TAKEDA Atsushi
- (株) 大林組 本山北シールドJV 土木係
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- CHOUAI Tomozou
- 防衛庁 陸上幕僚監部防衛部研究課システム計画係
Bibliographic Information
- Other Title
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- 若材齢コンクリートの耐凍害性
- ジャクザイレイコンクリート ノ タイトウガイセイ
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Description
Freeze-thaw resistance of concrete with sufficient entrained air was tested at the ages of about 12hrs to 14 days by a conventional rapid freezing and thawing test. The effect of continued cement hydration during the test was eliminated from the test results by applying a data-analyzing technique which had been proposed by the authors.<br>It was shown that the freeze-thaw durability of early-age concrete was dependent on its strength and degree of saturation, and that a minimum compressive strength of 24N/mm2 was required for a water-saturated concrete to possess a sufficient freeze-thaw durability. Also shown was that a curing method similar to sealed curing was preferable in cold weather concreting rather than a moist curing as recommended in Japanese specifications.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 2002 (704), 187-199, 2002-05-20
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680579758080
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- NII Article ID
- 10008534808
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
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- NDL BIB ID
- 6178056
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- Data Source
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- JaLC
- NDL Search
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed