A STUDY ON HOW TO DECIDE THE TARGET STRENGTH FOR MIX PROPORTION OF HIGH STRENGTH CONCRETE IN CASE THAT ACCOUNT IS TAKEN INTO RELATIVELY LONG TERM STRENGTH GAIN
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- TOMATSURI Kuniyuki
- Taisei Corporation
Bibliographic Information
- Other Title
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- 中長期の強度伸展を考慮した高強度コンクリートの調合計画に関する一考察
- チュウチョウキ ノ キョウド シンテン オ コウリョシタ コウ キョウド コン
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Abstract
Strength control method for high strength concrete, should be different from one for ordinary low strength concrete, because strength of high strength concrete grows for longer time, at least till 3300°D・D of maturity due to its high impearmiability. As strength standard deviation varies on its strength growth, only strength gain should not be considered but increasing value of standard deviation should be adopted. Strength control method based on maturity is suitable for high strength concrete, and inspection on ready mixed concrete at construction site should be main for strength control. As far as maturity is concerned, our country is classified in four areas, Sapporo, Sendai : Niigata, western Honsyu of Tokyo, and Naha.
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 429 (0), 17-29, 1991
Architectural Institute of Japan
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Details 詳細情報について
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- CRID
- 1390001205605421696
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- NII Article ID
- 110004089715
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- NII Book ID
- AN10040177
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- ISSN
- 24330000
- 09108025
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- NDL BIB ID
- 3741191
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed