Effect of Various Coarse Aggregates on the Compressive Strength of Concrete in Jalalabad City, Afghanistan

##plugins.themes.academic_pro.article.main##

Irfan Ullah Irfan
Shah Masoud Mokhlis
Elyass Khan Raheemi

Abstract

One of the most frequently used building materials on the globe is concrete. Concrete is composed of aggregate, water, and cement. This study investigated the influence of different coarse aggregates on the compressive strength of concrete. The coarse aggregates used in the experimental design consisted of crushed granite, crushed river stone, and natural gravel, with river sand as the fine aggregate. Sieve analysis and unite weight was performed on specimens frequently used by citizens. Fresh Portland cement and water-cement ratios of 0.55 and 0.7 were both used. To investigate the influence of various aggregates on concrete compressive strength a specimen for 20 N/mm2 concrete ratio of 1:1.5:3, and 48 concrete cubes measuring 15 cm x 15 cm x 15 cm were casted in the laboratory at Alfalah University. For fresh concrete, the slump test results were 63 mm for crushed granite, 65 mm for crushed river stone, and 50 mm for natural gravel. Crushing the concrete cubes after 7, 14, 21, and 28 days determined the compressive strength. Additionally, the highest compressive strength values achieved for crushed granite were 25.94 N/mm2, crushed river stone was 23.68 N/mm2, and natural aggregate concrete was 17.73 N/mm2. Based on these findings, crushed granite has been recommended for usage in reinforced concrete applications.

Keywords

Coarse, Aggregate, types, Compressive, Concrete, Natural, Gravel, Crushed, River, Stone, Afghanistan

##plugins.themes.academic_pro.article.details##

How to Cite
Irfan, I. U. ., Mokhlis, S. M. ., & Raheemi, E. K. . (2024). Effect of Various Coarse Aggregates on the Compressive Strength of Concrete in Jalalabad City, Afghanistan. NUIJB, 3(02), 318–322. Retrieved from https://nuijb.nu.edu.af/index.php/nuijb/article/view/227

References

  1. Aginam, C. H., Chidolue, C. A., & Nwakire, C. (2013). Investigating the effects of coarse aggregate types on the compressive strength of concrete. International Journal of Engineering Research and Applications, 3(4), 1140–1144.
  2. Bamigboye, G., Ede, A., Umana, U., Odewumi, T., & Olowu, O. (2016). Assessment of strength characteristics of concrete made from locally sourced gravel aggregate from south-south Nigeria. British Journal of Applied Science & Technology, 12(5), 1–10.
  3. Bhavya, K., & Sanjeev, N. (2017). Effect of different types of coarse aggregates on physical properties of mostly used grades M20, M25, M30 of concrete. IOSR Journal of Mechanical and Civil Engineering, 14(1), 46–51.
  4. Chat, Z. A., Salam, U., & Bashir, S. (n.d.). COMPRESSIVE STRENGTH OF CONCRETE USING NATURAL AGGREGATES (GRAVEL) AND CRUSHED ROCK AGGREGATES-A COMPARATIVE CASE STUDY. 6(1).
  5. Echeta, C. B., Ikponmwosa, E. E., & Fadipe, A. O. (2013). EFFECT OF PARTIAL REPLACEMENT OF GRANITE WITH WASHED GRAVEL ON THE CHARACTERISTIC STRENGTH AND WORKABILITY OF CONCRETE. 8(11).
  6. Eziefula, U. G., Opara, H. E., & Eziefula, B. I. (2020). Strength of concrete produced with different sources of aggregates from selected parts of Abia and Imo States of Nigeria. Journal of Engineering, Design and Technology, 18(5), 1053–1061.
  7. Giaccio, G., Rocco, C., Violini, D., Zappitelli, J., & Zerbino, R. (1992). High-strength concretes incorporating different coarse aggregates. Materials Journal, 89(3), 242–246.
  8. Meddah, M. S., Zitouni, S., & Belâabes, S. (2010). Effect of content and particle size distribution of coarse aggregate on the compressive strength of concrete. Construction and Building Materials, 24(4), 505–512.
  9. Neville, A. M. (1995). Properties of concrete (Vol. 4). Longman London.
  10. Neville, A. M., & Brooks, J. J. (1987). Concrete technology (Vol. 438). Longman Scientific & Technical England.
  11. Ogunbayo, B., & Aigbavboa, C. (2019). Experimental Investigation of coarse aggregates used for concrete production in the construction of higher educational institution (HEI) buildings. 1378(3), 032012.
  12. Soroka, I. (1993). Concrete in hot environments. CRC Press.
  13. Thomas, M., & Folliard, K. (2007). Concrete aggregates and the durability of concrete. Durab. Concr. Cem. Compos, 10, 247–281.

Similar Articles

You may also start an advanced similarity search for this article.