journal article·2023-12Open access

Laboratory investigation of railway-used ballast morphology using 3D imaging data analyses

Krittaya Varuntanya, Sararat Kwunjai, Theechalit Binaree, Peerapong Jitsangiam, Guoqing Jing, Peyman Aela

Abstract

Railway ballast deteriorates over time due to cyclic loading and environmental factors, necessitating its replacement to maintain track stability. However, the potential shortage of fresh ballast has posed challenges in replacing used ballast. One of the challenges in recycling used ballast is determining its useful life. This study proposes a method to characterize fresh and used ballast morphology and shape properties using digital images and advanced data analysis software. The aim is to establish a threshold that distinguishes when ballast can be considered “used.” The study utilizes basic morphology parameters of flatness, elongation, roundness, sphericity, and convexity. Used ballast is generated through the Los Angeles abrasion (LAA) test method, while fresh ballast serves as the control sample. The analysis suggests that specific combinations of shape indices, such as roundness and convexity, offer insights into differentiating between the two types of ballast. Notably, significant differences are observed in the sphericity and convexity indices between fresh and used ballast samples. However, A systematic definition of used ballast based on the basic morphology indices alone was not feasible. Only the combination of sphericity index (> 0.825) and convexity index (> 0.9), by which both indices of used ballast were higher than those of fresh ballast, could roughly classify fresh and used ballast, although a minor overlap persisted. Further exploration of the data using advanced statistical techniques and machine learning could enhance the accuracy of defining used ballast.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Railway Engineering and Dynamics · Infrastructure Maintenance and Monitoring · Asphalt Pavement Performance Evaluation

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (39)

Show source-provided references
1. Ballast degradation: effect of particle size and shape using Los Angeles Abrasion test and image analysis10.1016/j.conbuildmat.2018.02.170 ↗
2. Characterizing ballast degradation through Los Angeles Abrasion test and image analysis10.3141/2448-17 ↗
3. Degradation-related changes in ballast gradation and aggregate particle morphology10.1061/(ASCE)GT.1943-5606.0001706 ↗
4. E.T. Selig, J.M. Waters, Track Geotechnology and Substructure Management, Thomas Telford Publishing, 1994.10.1680/tgasm.20139 ↗
5. B. Indraratna, S. Nimbalkar, N. Tennakoon, The Behaviour of Ballasted Track Foundations: Track Drainage and Geosynthetic Reinforcement, 2010.10.1061/41095(365)241 ↗
6. The role of ballast fouling characteristics on the drainage capacity of rail substructure10.1520/GTJ104107 ↗
7. Long-term abrasion of rocks assessed by micro-Deval tests and estimation of the abrasion process of rock types based on strength parameters10.1016/j.enggeo.2021.105996 ↗
8. Testing the abrasion resistance of aggregates including by-products by using Micro Deval apparatus with different standard test methods10.1016/j.conbuildmat.2016.06.141 ↗
9. Railway ballast material selection and evaluation: a review10.1016/j.conbuildmat.2022.128218 ↗
10. Experimental and numerical investigations on the shear behaviour of recycled railway ballast10.1016/j.conbuildmat.2019.05.020 ↗
11. An experimental investigation on the durability of railway ballast material by magnesium sulfate soundness10.1007/s10035-018-0804-3 ↗
12. Three-dimensional laser scanning technique to quantify aggregate and ballast shape properties10.1016/j.conbuildmat.2013.02.062 ↗
13. Evaluation of image analysis methods used for quantification of particle angularity10.1111/j.1365-3091.2012.01367.x ↗
14. 3D characterization of sand particle-to-particle contact and morphology10.1016/j.compgeo.2015.12.014 ↗
15. Evaluation of morphological properties of railway ballast particles by image processing method10.1016/j.trgeo.2017.07.001 ↗
16. Image analysis for morphology, rheology and degradation study of railway ballast: a review10.1016/j.trgeo.2018.12.001 ↗
17. A three-dimensional particle roundness evaluation method10.1007/s10035-018-0802-5 ↗
18. A novel Arcs-based discrete element modeling of arbitrary convex and concave 2D particles10.1016/j.cma.2021.114071 ↗
19. Discrete element analysis of the effect of aggregate morphology on the flowability of self-compacting concrete
20. The use of laser technology to investigate the effect of railway ballast roundness on shear strength10.1016/j.trgeo.2017.05.003 ↗
21. Digital image analysis technique for measuring railway track defects and ballast gradation10.1016/j.measurement.2017.08.040 ↗
22. Numerical study of particle morphology effect on the angle of repose for coarse assemblies using DEM10.1155/2019/8095267 ↗
23. Degradation-induced evolution of particle roundness and its effect on the shear behaviour of railway ballast
24. Abrasion evolution of steel furnace slag aggregate for railway ballast: 3D morphology analysis of scanned particles by close-range photogrammetry10.1016/j.conbuildmat.2020.121225 ↗
25. Effects of crumb rubber size and percentage on degradation reduction of railway ballast10.1016/j.conbuildmat.2019.03.315 ↗
26. Morphological reconstruction method of irregular shaped ballast particles and application in numerical simulation of ballasted track
27. Quantification of railway ballast degradation by abrasion testing and computer-aided morphology analysis10.1061/(ASCE)MT.1943-5533.0003519 ↗
28. Prediction of crushed numbers and sizes of ballast particles after breakage using machine learning techniques10.1016/j.conbuildmat.2022.127469 ↗
29. Modelling real particle shape in DEM: a comparison of two methods with application to railway ballast10.1016/j.ijrmms.2022.105221 ↗
30. Investigating morphology and breakage evolution characteristics of railroad ballasts over distinct supports subjected to impact loading
31. Analysis of influence of ballast shape on abrasion resistance using discrete element method10.1016/j.conbuildmat.2020.121708 ↗
32. SHape Analyser for Particle Engineering (SHAPE): seamless characterisation and simplification of particle morphology from imaging data10.1016/j.cpc.2021.107983 ↗
33. M.E.C. SRT, Manual Standard of Track Structural Component, The State Railway of Thailand, 2018.
34. R. Nålsund, E. Tutumluer, I. Horvli, Degradation of railway ballast through large scale triaxial and full scale rail track model tests – comparison with mechanical laboratory tests, 2013.
35. F. Feldman, D. Nissen, Alternative testing method for the measurement of ballast fouling: percentage void contamination, in: CORE 2002: Cost Efficient Railways through Engineering, Railway Technical Society of Australasia/Rail Track Association of Australia, Wollongong, N.S.W., 2002, 101–111.2002.
36. J.K. Mitchell, K. Soga, Fundamentals of Soil Behavior, 3rd Edition ed., May 2005, New York, 2005.
37. Zingg · 1935
38. Volume, shape, and roundness of rock particles10.1086/623964 ↗
39. Evaluation of gravel sphericity and roundness based on surface-area measurement with a laser scanner10.1016/j.cageo.2005.01.004 ↗