Research Article

Abrasion Behavior of Natural Aggregates and Slags in Turkey Aided by Micro-Deval Test

Volume: 11 Number: 3 September 30, 2024
EN

Abrasion Behavior of Natural Aggregates and Slags in Turkey Aided by Micro-Deval Test

Abstract

The properties of aggregates over their lifetime vary depending on their petrographic origin, procurement and sampling methodologies, regional characteristics and testing procedures. This study was designed to investigate the short and long-term wear properties of aggregates, including slags, using a simple, effective and inexpensive Micro-Deval (MD) test. To accomplish this, ten types of products were obtained from different regions, including natural aggregates and slags of different origin. The aggregates were abraded with different MD drum speeds ranging from 5250 to 52500 in accordance with ASTM D6928 standard. Percentage mass losses (PML) were determined after the treatments to analyze the extent of abrasion caused by short and long term abrasive forces depending on the aggregate type. Scanning electron microscopy (SEM) images of representative aggregates were taken to monitor the effect of abrasion on aggregate microstructure. According to the results, the PML of natural aggregates was observed significantly higher than that of slags, and the PML of slags after certain abrasion treatment tends to be stable, but not for natural ones. Based on regression analyses, a strong relationship between PML for individual aggregates was calculated, but a weak relationship was found based on the origin of the samples and total samples. SEM images taken from the surface of the aggregates confirmed the compatibility of the PML results with the abrasion characteristics showing the current situation.

Keywords

Supporting Institution

The Scientific and Technological Research Council of Turkey-TÜBİTAK

Project Number

215M049

Ethical Statement

The authors declare no conflict of interest.

Thanks

The Department of Chief Engineering of Research and Development of 5th Regional Directorate of Highways within General Directorate of Highways for providing some of the test samples and for assistance.

References

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  2. ASTM (2012). Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (ASTM D4791).
  3. ASTM (2017). Standard Test Method for Resistance of Coarse Aggregate to Degradation by Abrasion in the Micro-Deval Apparatus (ASTM D6928-17).
  4. Cafiso, S., & Taormina, S. (2007). Texture analysis of aggregates for wearing courses in asphalt pavements. International Journal of Pavement Engineering, 8(1), 45-54. https://doi.org/10.1080/10298430600898307
  5. EN (2007). Characterization of waste and soil - Determination of elemental composition by X-ray fluorescence (EN 15309).
  6. Gao, J., Sha, A., Wang, Z., Tong, Z., & Liu, Z. (2017). Utilization of steel slag as aggregate in asphalt mixtures for microwave deicing. Journal of Cleaner Production, 152, 429-442. https://doi.org/10.1016/j.jclepro.2017.03.113
  7. Gökalp, I., Uz, V. E., & Saltan, M. (2016). Testing the abrasion resistance of aggregates including by-products by using Micro Deval apparatus with different standard test methods. Construction and Building Materials, 123, 1-7. https://doi.org/10.1016/j.conbuildmat.2016.06.141
  8. Gökalp, İ., Uz, V. E., Saltan, M., & Tutumluer, E. (2018). Technical and environmental evaluation of metallurgical slags as aggregate for sustainable pavement layer applications. Transportation Geotechnics, 14, 61-69. https://doi.org/10.1016/j.trgeo.2017.10.003

Details

Primary Language

English

Subjects

Transportation Engineering

Journal Section

Research Article

Early Pub Date

September 12, 2024

Publication Date

September 30, 2024

Submission Date

July 24, 2024

Acceptance Date

September 4, 2024

Published in Issue

Year 2024 Volume: 11 Number: 3

APA
Gokalp, İ., & Uz, V. (2024). Abrasion Behavior of Natural Aggregates and Slags in Turkey Aided by Micro-Deval Test. Gazi University Journal of Science Part A: Engineering and Innovation, 11(3), 451-462. https://doi.org/10.54287/gujsa.1521679
AMA
1.Gokalp İ, Uz V. Abrasion Behavior of Natural Aggregates and Slags in Turkey Aided by Micro-Deval Test. GU J Sci, Part A. 2024;11(3):451-462. doi:10.54287/gujsa.1521679
Chicago
Gokalp, İslam, and Volkan Uz. 2024. “Abrasion Behavior of Natural Aggregates and Slags in Turkey Aided by Micro-Deval Test”. Gazi University Journal of Science Part A: Engineering and Innovation 11 (3): 451-62. https://doi.org/10.54287/gujsa.1521679.
EndNote
Gokalp İ, Uz V (September 1, 2024) Abrasion Behavior of Natural Aggregates and Slags in Turkey Aided by Micro-Deval Test. Gazi University Journal of Science Part A: Engineering and Innovation 11 3 451–462.
IEEE
[1]İ. Gokalp and V. Uz, “Abrasion Behavior of Natural Aggregates and Slags in Turkey Aided by Micro-Deval Test”, GU J Sci, Part A, vol. 11, no. 3, pp. 451–462, Sept. 2024, doi: 10.54287/gujsa.1521679.
ISNAD
Gokalp, İslam - Uz, Volkan. “Abrasion Behavior of Natural Aggregates and Slags in Turkey Aided by Micro-Deval Test”. Gazi University Journal of Science Part A: Engineering and Innovation 11/3 (September 1, 2024): 451-462. https://doi.org/10.54287/gujsa.1521679.
JAMA
1.Gokalp İ, Uz V. Abrasion Behavior of Natural Aggregates and Slags in Turkey Aided by Micro-Deval Test. GU J Sci, Part A. 2024;11:451–462.
MLA
Gokalp, İslam, and Volkan Uz. “Abrasion Behavior of Natural Aggregates and Slags in Turkey Aided by Micro-Deval Test”. Gazi University Journal of Science Part A: Engineering and Innovation, vol. 11, no. 3, Sept. 2024, pp. 451-62, doi:10.54287/gujsa.1521679.
Vancouver
1.İslam Gokalp, Volkan Uz. Abrasion Behavior of Natural Aggregates and Slags in Turkey Aided by Micro-Deval Test. GU J Sci, Part A. 2024 Sep. 1;11(3):451-62. doi:10.54287/gujsa.1521679