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An Experimental Study on Mechanical Properties of Extremely Lean Concrete
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- NAGAYAMA Isao
- 建設省土木研究所ダム部ダム構造研究室
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- WATANABE Kazuo
- 建設省土木研究所ダム部ダム構造研究室
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- NISHIZAWA Kentaro
- 建設省土木研究所ダム部ダム構造研究室
Bibliographic Information
- Other Title
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- 超貧配合コンクリートの力学的性質に関する実験的検討
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Description
Mechanical properties of extremely lean concrete were studied with uni-axitial compressive tests, splitting tests and tri-axial compressive tests. The following results were obtained. (1) Extremely lean concrete can be compacted properly as long as 20 seconds of VC value is sustained. (2) The strength of extremely lean concrete is determined by the law of cement-water ratio. (3) There is no big difference between the deformability of extremely lean concrete and conventional concrete in the tri-axial test under the same rate of the confine stress to the uni-axial compressive strength.
Journal
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- Journal of Japan Society of Dam Engineers
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Journal of Japan Society of Dam Engineers 7 (4), 210-216, 1997
Japan Society of Dam Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390282679358972800
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- NII Article ID
- 130004123688
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- ISSN
- 18808220
- 09173145
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- Data Source
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- JaLC
- CiNii Articles
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- Abstract License Flag
- Disallowed