Abrasion Resistance of Coarse Aggregate and Compressive Strength of Concrete In Camarines Norte
PDF

Keywords

abrasion resistance
coarse aggregate
concrete
compressive strength

How to Cite

Pardo, K. J., Cereno, F. A., Cereno, V. J., Malaluan, M. L., & Villafuerte, N. (2024). Abrasion Resistance of Coarse Aggregate and Compressive Strength of Concrete In Camarines Norte . Journal of Engineering and Emerging Technologies, 3(1), 16–26. https://doi.org/10.52631/jeet.v3i1.281

Abstract

Concrete has been long used in the field of construction. Coarse aggregate is a major component of concrete, and its size can vary. Abrasion resistance is one of its properties, which depending on the source and size of the aggregate, can impact concrete strength. Throughout the use of concrete, only abrasion resistance of concrete is correlated to the strength of concrete. Thus, this study aims to create a mathematical relation between the abrasion resistance of coarse aggregates and the compressive strength of concrete, considering two nominal maximum sizes from different quarries in Camarines Norte. Experimental methods such as the Los Angeles Abrasion Test, Paired t-test Analysis, The One-Way Analysis of Variance, and Bivariate Correlation Analysis were employed to investigate the substantial correlation between the abrasion resistance of coarse aggregate and the compressive strength from three different quarries, with reference to ASTM and ACI standards governing concrete. The result shows that among the three quarries, only Calabasa attained the standard abrasion resistance of coarse aggregate of 50%. Hence, only in One-Way Analysis of Variance resulted a significant relationship but not in Paired t-test Analysis and Bivariate Correlation.

https://doi.org/10.52631/jeet.v3i1.281
PDF

References

Abdullahi. (2012). Effect of aggregate type on Compressive strength of concrete. International Journal of Civil and Structural Engineering, 2(3). https://doi.org/10.6088/ijcser.00202030008

American Concrete Institute. (2007). Aggregates for Concrete. https://www.concrete.org/Portals/0/Files/PDF/E1_07.PDF

Bloem, D. L., & Gaynor, R. D. (1963). Effects of Aggregate Properties on Strength of Concrete. ACI Journal Proceedings, 60(10). https://doi.org/10.14359/7900

C09 Committee. (n.d.-a). Practice for Making and Curing Concrete Test Specimens in the Field. ASTM International. https://doi.org/10.1520/C0031_C0031M-22

C09 Committee. (n.d.-b). Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials. ASTM International. https://doi.org/10.1520/C0670-15

C09 Committee. (n.d.-c). Practice for Reducing Samples of Aggregate to Testing Size. ASTM International. https://doi.org/10.1520/C0702_C0702M-18

C09 Committee. (n.d.-d). Specification for Concrete Aggregates. ASTM International. https://doi.org/10.1520/C0033_C0033M-18

C09 Committee. (n.d.-e). Test Method for Bulk Density (Unit Weight) and Voids in Aggregate. ASTM International. https://doi.org/10.1520/C0029_C0029M-23

C09 Committee. (n.d.-f). Test Method for Compressive Strength of Cylindrical Concrete Specimens. ASTM International. https://doi.org/10.1520/C0039_C0039M-21

C09 Committee. (n.d.-g). Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate. ASTM International. https://doi.org/10.1520/C0127-15

C09 Committee. (n.d.-h). Test Method for Relative Density (Specific Gravity) and Absorption of Fine Aggregate. ASTM International. https://doi.org/10.1520/C0128-01

C09 Committee. (n.d.-i). Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. ASTM International. https://doi.org/10.1520/C0535-16

C09 Committee. (n.d.-j). Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. ASTM International. https://doi.org/10.1520/C0131-06

C09 Committee. (n.d.-k). Test Method for Sieve Analysis of Fine and Coarse Aggregates. ASTM International. https://doi.org/10.1520/C0136-06

Committee, A. C. I. (2001). Guide to durable concrete. https://www.concrete.org/publications/internationalconcreteabstractsportal/m/details/id/10785

Ezeldin, A., Mehta, P., & Aitcin, P.-C. (1991). Effect of Coarse Aggregate on the Behavior of Normal and High-Strength Concretes. Cement, Concrete and Aggregates, 13(2), 121. https://doi.org/10.1520/CCA10128J

F.A.O., A., Adegbesan, O., O.A, A., & Oderinde, S. (2015). Comparison of the Compressive Strength of Concrete Produced using Sand from Different Sources. International Journal of Academic Research in Business and Social Sciences, 5. https://doi.org/10.6007/IJARBSS/v5-i8/1791

Kılıç, A., Atiş, C. D., Teymen, A., Karahan, O., Özcan, F., Bilim, C., & Özdemir, M. (2008). The influence of aggregate type on the strength and abrasion resistance of high strength concrete. Cement and Concrete Composites, 30(4), 290–296. https://doi.org/10.1016/j.cemconcomp.2007.05.011

Kozul, R., & Darwin, D. (1997). Effects of aggregate type, size, and content on concrete strength and fracture energy [Techreport]. University of Kansas Center for Research, Inc.

Laplante, P., Aitcin, P. ‐C., & Vézina, D. (1991). Abrasion Resistance of Concrete. Journal of Materials in Civil Engineering, 3(1), 19–28. https://doi.org/10.1061/(ASCE)0899-1561(1991)3:1(19)

Nmai, C., Suchorski, D., & McDowell, P. (1999). Aggregates for concrete (Developed by Committee E-701, Materials for concrete construction). ACI Education Bulletin E1-99, American Concrete Institute, P9.

Pena, J. (2007). Comparative Study of the Abrasion Resistance.

Walker, S., & Bloem , D. L. (1960). Effects of Aggregate Size on Properties of Concrete. ACI Journal Proceedings, 57. https://doi.org/10.14359/8021

Wu, Y., Parker, F., Kandhal, & Ken. (1998). Aggregate Toughness/Abrasion Resistance and Durability/Soundness Tests Related to Asphalt Concrete Performance in Pavements (Techreport Report No: NCAT Report No. 98-4). https://rosap.ntl.bts.gov/view/dot/13979

Zhou, F. P., Lydon, F. D., & Barr, B. I. G. (1995). Effect of coarse aggregate on elastic modulus and compressive strength of high performance concrete. Cement and Concrete Research, 25(1), 177–186. https://doi.org/10.1016/0008-8846(94)00125-I

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Copyright (c) 2025 Journal of Engineering and Emerging Technologies