Abstract
The Los Angeles test is a widely used standard method for quality control of railway ballast. It is commonly believed that there is an inversely proportional relationship between the test result LARB and the resistance to fragmentation. This implies that the fines are generated by fragmentation only. In this study, an extensive test series with four rock types and an in-depth analysis of particle geometry and petrography are carried out using advanced imaging techniques. The amount of fragmentation, rounding and abrasion contributing to the test result is estimated. The test shows approximately 3–5% (Mass-%) of fines not caused by fragmentation, but by rounding and abrasion, regardless of the magnitude of the LA-value itself. An analysis of particle size distributions after the test shows that the fines proportion can in some cases be a misleading metric.
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Data availability
Raw data available on request from the authors—contact h.bach@ikk.at.
Abbreviations
- LARB [%]:
-
Fraction of particles with d < 1.6 mm, test result of LA-Test (= md1.6)
- L:
-
Length of a particle
- I:
-
Breadth of a particle
- S:
-
Thickness of a particle
- ER [-]:
-
Elongation ratio I/L
- FR [-]:
-
Flatness ratio S/I
- PropA [%]:
-
Proportion of angles acc. to Lee et al. (2007), an index for angularity
- PropA50,A [-]:
-
Mean PropA for a given sample–post LA-test
- PropA50,P [-]:
-
Mean PropA for a given sample–prior to LA-test
- md31.5,A [g]:
-
Post LA-test-fraction of particles with d > 31.5 mm
- mp [g]:
-
Mass of LA-test sample prior to test (10 kg)
- md31.5 [%]:
-
Post LA-test-fraction of particles with d > 31.5 mm
- md1.6 [%]:
-
Post LA-test-fraction of particles with d < 1.6 mm (= LARB)
- md1.6,rounding [%]:
-
Post LA-test-fraction of particles with d < 1.6 mm created by rounding
- md1.6,frag [%]:
-
Post LA-test-fraction of particles with d < 1.6 mm created by fragmentation
References
ASTM C535-16 (2016) Standard Test Method for Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine, ASTM International, West Conshohocken, PA
ASTM C131/C131M-20 (2020) Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine, ASTM International, West Conshohocken, PA
Bach H (2013) Evaluation of Attrition Tests for Railway Ballast. Dissertation, TU Graz, Austria
Cuelho E, Mokwa R, Obert K (2007) Comparative Analysis of coarse surfacing aggregate using Micro-Deval, L.A. Abrasion and Sulfate Soundness Tests. FHWA/MT-06–016/8117–27. Springfield, VA 22161: Montana Department of Transportation
Cuelho E, Mokwa R, Obert K, Miller (2008) A Comparative Analysis of Micro-Deval, L.A. Abrasion and Sulfate Soundness Tests. Washington, D.C.: Transportation Research Board
Erichsen E, Ulvik A, Saevik K (2011) Mechanical degradation of aggregate by the Los Angeles-, the Micro-Deval- and the Nordic test methods. Rock Mech Rock Eng 44:333–337
EUREKA (2001) Petroscope—an optical analyser for construction aggregates and rocks. Technical Report 2569, Brüssel
EUREKA (2005) Petroscope II. Technical Report 3665, Brüssel
Hofer V, Pilz J, Helgason TS (2006) Statistical classification of different petrographic varieties of aggregates by means of near and mid infrared spectra. Math Geol 38(7):851–870
Hofer V, Bach H, Latal C, Neubauer A (2013) Impact of geometric and petrographic characteristics on the variability of LA test values for railway ballast. Mathe Geosci 45:727–752
Lee JRJ, Smith ML, Smith LN (2007) A new approach to the three-dimensional quantification of angularity using image analysis of the size and form of coarse aggregates. Eng Geol 91:254–264
Liu H, Kou S, Lindqvist P, Lindqvist JE, Aakesson U (2005) Microscope Rock Texture Characterization and Simulation of Rock Aggregate Properties. Geological Survey of Sweden, Stockholm
ÖNORM EN 13450 (2004) Aggregates for railway ballast Austrian Standards. Vienna
ÖNORM EN 1097–2 (2006) Tests for mechanical and physical properties of aggregates—Part 2: Methods for the determination of resistance to fragmentation. Austrian Standards, Vienna
Powers MC (1953) A new roundness scale for sedimentary particles. J Sediment Petrol 23(2):117–119
Tolppanen P, Stephansson O, Stenlid L (2002) 3-D Degradation analysis of railroad ballast. Bull Eng Geol Environ 61:35–42
Wadell H (1935) Volume, shape and roundness of quartz particles. J Geol 43:250–280
Wieden P, Augustin H, Zieger M (1977) Versuche zur Verbesserung des Los Angeles-Tests. Straßenforschung 86, Wien: Bundesministerium für Bauten und Technik (Hrg.)
Acknowledgements
The authors thank the ÖBB Infrastruktur AG for providing the samples, and the ÖBB Stab Forschung und Entwicklung for financing the measurement device Petroscope 4D.
Funding
ÖBB Infrastruktur AG, Vienna, Austria—provided the samples. ÖBB Stab Forschung und Entwicklung, Vienna, Austria—financed the measurement device Petroscope 4D.
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Dr. CL—Ch. 3; Dr. HB—Ch. 1–2, 4–6.
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Bach, H., Latal, C. Attrition Kinetics of the Los-Angeles-Test. Geotech Geol Eng 41, 597–609 (2023). https://doi.org/10.1007/s10706-022-02271-x
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DOI: https://doi.org/10.1007/s10706-022-02271-x