Abstract
The most important methods that are used to estimate ballast fouling are the Los Angeles abrasion and MgSO4 tests. The effects of chemical and mineralogical properties of basalts on ballast fouling have not been investigated sufficiently. The aim of this study was to investigate the chemical, mineralogical, and aggregate properties of different basaltic rocks and to evaluate them for ballast fouling. Aggregate samples were collected from different locations in Turkey. Their mineralogical, petrographic, chemical, and physicomechanical properties were determined. Aggregate tests were conducted on these samples. Los Angeles abrasion and MgSO4 test results were compared with other test results, and their effect on ballast fouling was investigated. The test results were analysed using simple linear regression. The Los Angeles abrasion value increased with an increase in SiO2 and Al2O3 content but decreased with the amount of Fe2O3, CaO, and MgO. The MgSO4 value decreased with the amount of SiO2 and plagioclase content. The content of plagioclase and opaque minerals affected ballast fouling more than other minerals in basalt aggregates.
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References
Anderson DL (1989) Theory of the earth. Blackwell Scientific Publications, Boston http://resolver.caltech.edu/CaltechBOOK:1989.001
Arıoğlu E, Kurt G, Yoldaş R, Yalçın H (2009) Very high-speed Los Angeles abrasion values of some rocks. Proceedings of 5. National Crashed Stone Symposium, 119–129
Chrismer SM (1987) Ballast and subgrade maintenance. Working Group Progress Report, Association of American Railroads Report WP-129
Çomaklı R, Çayırlı S (2017) Investigation of the relationship between some shape properties of minerals within rock textures and crushability of rocks. Omer Halisdemir University Journal of Engineering Sciences 6(2):670–680
Cooley LJ, James R (2003) Micro-Deval testing of aggregates in the Southeast. , Transportation Research Record 1837, Transportation Research Board, Washington DC
De Chiara F, Fontul S, Fortunato E (2014) GPR laboratory tests for railways materials dielectric properties assessment. Remote Sens 6:9712–9728
Engidasew TA, Barberi G (2014) Geo-engineering evaluation of Termaber basalt rock mass for crushed stone aggregate and building stone from Central Ethiopia. J Afr Earth Sc 99:581–594
Er S, Tugrul A (2016) Estimation of Cerchar abrasivity index of granitic rocks in Turkey by geological properties using regression analysis. Bull Eng Geol Environ 75:1325–1339. https://doi.org/10.1007/s10064-016-0853-y
Erişiş S (2016) The effect of composition and textural properties on the mechanical Behaviours of basaltic rocks, Istanbul University, Institute of Science, page 110 (in Turkish)
Esveld C (2001) Modern railway track, 2nd edn. MRT Productions, Zaltbommel
Gehringer E, Read D, Tutumluer E (2012) Characterization of ballast performance in heavy axle loading (HAL), Proceedings of AREMA 2012 Annual Conference
Hayano K, Ishii K, Muramoto K (2013) Effects of ballast thickness and tie-tamper repair on settlement characteristics of railway-ballasted tracks. In: Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, pp. 1275–1278
Hutchinson CS (1974) Laboratory handbook of petrographic techniques. Wiley, New York
Indraratna B, Ionescu D, Christie HD (1998) Shear behaviour of railway ballast based on large-scale triaxial tests. J Geotech Geoenviron Eng 124(5):439–449
Indraratna B, Khabbaz H, Lackenby J, Salim W (2002) Engineering behaviour of railway ballast – a critical review. University of Wollongong, Wollongong, Australia
Janardhanam R, Desai CS (1983) Three-dimensional testing and modeling of ballast. J Geotech Eng 109(6):783–796
Klassen MJ, Clifton AW, Watters BR (1987) Track evaluation and ballast performance specifications, Transportation Research Board, Washington DC. Klein C, Hurlbut CS, Dana JD (1993) Manual of mineralogy, Wiley
LeBas MJ, Streckeisen AL (1991) The IUGS systematics of igneous rocks. J Geol Soc 148:825–833
Lim WL (2004) Mechanics of railway ballast behaviour, PhD thesis, University of Nottingham
Nalsund R (2014) Railway ballast characteristics, selection criteria and performance. PhD Thesis, Norwegian University of Science and Technology
Okonta FN (2015) Effect of grading category on the roundness of degraded and abraded railway quartzites, J Eng Geol, 193, 231–242
Paiva C, Pereira LM, Pimentel L (2017) Study of railway ballast fouling by abrasion- originated particles, Railway Engineering-2017, Edinburgh, UK
Selig ET, Waters JM (1994) Track geotechnology and substructure management. Thomas Telford Services Ltd., London
Smith MR, Collis L (2001) Aggregates: sand, gravel and crushed rock aggregates for construction purposes, Geological Society, Engineering Geology Special Publication 17, London
Török A, Czinder B (2017) Relationship between density, compressive strength, tensile strength and aggregate properties of andesites from Hungary. Environ Earth Sci 76(18):639. https://doi.org/10.1007/s12665-017-6977-y
Torrijo FJ, Garzón-Roca J, Company J, Cobos G (2019) Estimation of Cerchar abrasivity index of andesitic rocks in Ecuador from chemical compounds and petrographical properties using regression analyses. Bull Eng Geol Environ 78(4):2331–2344
Zou KH et al (2003) Correlation and simple linear regression, RSNA . Published online. Radiology 227:617–628. https://doi.org/10.1148/radiol.2273011499
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We thank Laura Kuhar, PhD, from Edanz Group (www.edanzediting.com/ac) for editing a draft of this manuscript.
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This study was supported by the Istanbul University, Executive Secretariat of Scientific Research Projects, Project number 41120.
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Apaydın, Ö.F., Yılmaz, M. Correlation of petrographic and chemical characteristics with strength and durability of basalts as railway aggregates determined by ballast fouling. Bull Eng Geol Environ 80, 4197–4205 (2021). https://doi.org/10.1007/s10064-019-01654-4
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DOI: https://doi.org/10.1007/s10064-019-01654-4