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포장용 콘크리트의 강도 및 탄성계수 상관관계식Strength and Modulus Relationship of Concrete for Rigid Pavement

Other Titles
Strength and Modulus Relationship of Concrete for Rigid Pavement
Authors
양성철박종원
Issue Date
2007
Publisher
한국도로학회
Keywords
포장용 콘크리트; 압축강도; 휨강도; 할렬인장강도; 탄성계수; 상관관계식; concrete for pavement; compressive strength; flexural strength; splitting tensile strength; modulus of elasticity; strength relationship; concrete for pavement; compressive strength; flexural strength; splitting tensile strength; modulus of elasticity; strength relationship
Citation
한국도로학회논문집, v.9, no.4, pp.205 - 213
Journal Title
한국도로학회논문집
Volume
9
Number
4
Start Page
205
End Page
213
URI
https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/23671
ISSN
1738-7159
Abstract
Strength relationships are presented through experimental data from the concrete strength tests in this study. Various strength tests such as the compressive, flexural, and splitting tensile strength and the modulus of elasticity are included. An experimental work was performed to determine the various strength characteristics for various mix designs. Three different coarse aggregates such as granite, limestone, sandstone were used and included were fine aggregates such as natural sand, washed sand and crushed sand. Also included was cement amount as experimental variable. It was confirmed that each strength value with respect to curing time is to follow a typical strength development curve. With this somewhat reliable test results various strength relationships such as flexural strength-compressive strength, splitting tensile strength-compressive strength, modulus of elasticity-compressive strength, splitting tensile strength-flexural strength were analyzed through statistics. Experimental data were well fitted to the 0.5-power relationship of flexural strength and compressive strength which has been commonly accepted. The splitting tensile strength is expected to be best in the linear relationship from the flexural strength data. Finally splitting tensile strength was found to be proportional to the 0.87 power of the cylindrical compressive strength.
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