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http://dx.doi.org/10.4334/JKCI.2006.18.2.249

Influence of the Type of Fine Aggregate on Drying Shrinkage and Durability for Concrete  

Koh, Kyung-Taek (Korea Institute of Construction Technology)
Ryu, Gum-Sung (Korea Institute of Construction Technology)
Yoon, Gi-Won (Dept. of Architectural Engineering, Jusung University)
Han, Cheon-Goo (Dept. of Architectural Engineering, Chongju University)
Lee, Jang-Hwa (Korea Institute of Construction Technology)
Publication Information
Journal of the Korea Concrete Institute / v.18, no.2, 2006 , pp. 249-255 More about this Journal
Abstract
Recently, interest grew on the quality of aggregates following the diminution of primary resources from river as to grow construction demand and the low grade of nature sand like sea sand. following, need is to diversify the supply sources of fine aggregates which are excessively relying on sea sand and urgency is to find as soon as possible aggregate resources that can substitute sea sand. On the other hand, various fine aggregates we utilized to produce concrete in the domestic construction fields. However, few studies have been systematically investigated on the effects of such fine aggregates on concrete properties. Therefore, this study examined the effects of comparatively widely used fine aggregates in the domestic construction fields on the shrinkage, durability and watertightness of concrete. Results revealed that drying shrinkage increases, and durability and watertightness degrades for concrete using crushed sand than natural fine aggregates like sea sand and river sand. Especially, the use of crushed sand exhibiting bad grain shape and grade was larger adverse effect on the quality of concrete. In addition, appropriate adjustment of the grain shape and grade during the blending of crushed sand exhibiting bad grain shape and grade with natural aggregates appeared to enhance the shrinkage and durability of concrete.
Keywords
crushed sand; natural sand; combined sand; drying shrinkage; durability;
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  • Reference
1 ASTM C 1202-97, Standard Test Method for Electrical Indication Concrete's Ability to Resist Chloride Ion Penetration, ASTM, USA, 1997
2 건설교통부, '골재수급기본계획(2004-2008)', 한국레미콘공업협회지, 78호, 2004. 1, pp. 1-26
3 류금성, 고경택, 강수태, 이장화, '잔골재 종류에 따른 콘크리트의 물성에 미치는 영향', 2004 대한토목학회 정기 학술대회, 2004, pp.3182-3187
4 대한주택공사, 콘크리트용 부순모래의 실용화 방안 연구, 1996, pp.95-122
5 한국콘크리트학회, 부순모래 및 부순모래 콘크리트, 기문당, 1998. pp.51 -61
6 R. J. Torrent, 'A two-chamber vacuum cell for measuring the coefficient of permeability to air of the concrete cover on site', Materials and Structures, No.25, 1992, pp.358-365
7 한국건설기술연구원, 한국콘크리트학회, 대체골재를 사용한 콘크리트의 고품질화 기술 개발, 한국건설교통기술평가원, 2004. 8, pp.31-41