Journals / Avrupa Bilim ve Teknoloji Dergisi / 2018 / Cilt: 0 - Sayı: 14

Strength Properties of Hardened Concrete Produced with Natural Aggregates for Different Water/Cement Ratios

Pages
280–287
Publication Date
2022-10-11
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

In addition, a good fit was achieved between the results obtained from the compressive strength and splittingtensile strength tests.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Due to the competition in the concrete sector, there is a need for better quality and low-cost concrete production in recentyears.
📊
Key Findings & Data:One of the changes that can be made in this direction is the use of natural aggregates, which are expected to beparticularly strong and obtained from river beds, in the production of concrete.
💡
Conclusion & Impact:In addition, a good fit was achieved between the results obtained from the compressive strength and splittingtensile strength tests.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Abstract

Due to the competition in the concrete sector, there is a need for better quality and low-cost concrete production in recentyears. One of the changes that can be made in this direction is the use of natural aggregates, which are expected to beparticularly strong and obtained from river beds, in the production of concrete. It is intended to provide economic gain inTurkey, a country which is rich in terms of riverbeds, by evaluating these natural aggregates in the concrete production. Itis common to use crushed stones as aggregates in concrete. However, such aggregates are difficult and costly to manufacture.Therefore, it is necessary to evaluate the existing natural resources efficiently. This study aims to investigate the effects ofnatural aggregates on hardened concrete properties. In the present study, quartzitic natural aggregates from the river beds inthe Mediterranean region were used as aggregate. The experiments were carried out for different water/cement ratios bykeeping the aggregate granulometry and cement dosage constant. A number of concrete samples produced within the scopeof this study were subjected to hardened concrete tests such as compressive strength and splitting tensile strength. The resultsobtained are in accordance with the relevant TS standards. Thus, it was determined that these aggregates could be used inconcrete for concrete strength. The strength of concrete samples and water/cement ratio were determined to be inverselyproportional. In addition, a good fit was achieved between the results obtained from the compressive strength and splittingtensile strength tests.

🔖

Cite This Article

TUNÇ, E. T. (2022). Strength Properties of Hardened Concrete Produced with Natural Aggregates for Different Water/Cement Ratios. Avrupa Bilim ve Teknoloji Dergisi, Cilt: 0 - Sayı: 14, 280–287. https://ajindex.com/articles/458298

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (13)

  1. Abrams, D. A. 1919. Design of concrete mixtures (Vol. 1). Structural Materials Research Laboratory, Lewis Institute. ACI Committee 116, 1994.
  2. Cement and Concrete Terminology, ACI Manual of Concrete Practice, Part 1. Alexander, M.G., Milne, T.I. 1995. Influence of Cement Blend and Aggregate Type on Stress- Strain Behavior and Elastic Modulus of Concrete, ACI Materials Journal, Volume 92, May-June.pp 227–235.
  3. Apaydın, M. S. 2007. The impact of different types of aggregates on mechanical properties of concrete, Master Thesis, Istanbul Technical University, Istanbul (in Turkish). Cetin, A. and Carrasquillo, R. L. 1998. High-performance concrete: influence of coarse aggregates on mechanical properties. Materials Journal, 95(3), 252-261.
  4. Ekinci, C.E., Keleşoğlu, Ö. 2014. A Study on Occupancy and Compressive Strength of Concrete with Produced Injection Method. Advances in Materials Science and Engineering, 2014(),1-8.
  5. Erdogan, Y.T., 1995. Betonu Olusturan Malzemeler Agregalar, Türkiye Hazır Beton Birligi Yayını, Istanbul. Huang, Y., He, X., Sun, H., Sun, Y., Wang, Q. 2018. Effects of coral, recycled and natural coarse aggregates on the mechanical properties of concrete. Construction and Building Materials, 192, 330-347.
  6. Kaplan, M.F. 1959. Flexural and Compressive Strength of Concrete as Affected by the Properties of Coarse Aggregates, Journal of American Concrete Institute, May, pp. 1193–1208.
  7. Kawakami, H., 1992. Effect of Aggregate Type on the Mechanical Properties of Concrete, Interfaces in Cementitious Composites, J.C.Masa (Ed) Touluuse, pp. 179–186.
  8. Mehta, P. K., Monteiro P.J.M. 1997.
  9. Concrete Microstucture, Properties and Materials. Chapter: 8, Admixtures, Indian Concrete Institute, Chennai, pp.256–271.
  10. Neville, A.M. 1981.
  11. Properties Of Concrete, Third Edition, Longman Scientific and Technical. Özkahraman, H.T., Isık, E.C. 2005. The Effect of Chemical and Mineralogical Composition of Aggregates on Tensile Adhesion Strengt of Tiles, Construction and Building Materails, Vol: 9, No:4. pp.251–255.
  12. Shah, S.P., Winter, G. 1968. Inelastic Behavior and Fracture of Concrete, Symp. on Causes, Mechanism and Control of Cracking in Concrete, ACI Special Publication, Volume 20, January, pp.5–28. TS 706 EN 12620+A1, 2009.
  13. Beton agregaları, Türk Standartları Enstitüsü, Ankara. TS EN 197-1, 2002. Çimento-Bölüm 1: Genel ÇimentolarBileşim. Özellikler ve Uygunluk Kriterleri, Türk Standartları Enstitüsü, Ankara. TS EN 12390-3, 2003. Beton-Sertleşmiş Beton DeneyleriBölüm 3: Deney