TY - GEN
T1 - Laboratory validation of coal dust fouled ballast discrete element model
AU - Huang, Hai
AU - Tutumluer, Erol
AU - Hashash, Youssef M.A.
AU - Ghaboussi, Jamshid
PY - 2010
Y1 - 2010
N2 - Fouling refers to the condition of railroad ballast when voids in this unbound aggregate layer are filled with relatively finer materials or fouling agents commonly from the ballast aggregate breakdown, outside contamination, or from subgrade soil intrusion. When ballast gets fouled, this unbound layer may not adequately serve its primary functions to provide drainage and structural support under the repeated loading applied by trains. Coal dust fouling has been identified as one of the most critical fouling scenarios as it significantly decreases the strength and stability of railroad ballast. A Discrete Element Modeling (DEM) approach was adopted in this study to investigate the coal dust fouled ballast performances. A DEM program BLOKS3D was used to employ realistic three-dimensional polyhedrons as discrete elements generated through digital imaging of aggregate particles. An appropriate DEM model parameter calibration process was carried out to predict both the clean ballast condition and the partially to fully coal dust fouled ballast behavior as obtained from laboratory shear box tests, which properly validated the BLOKS3D DEM simulations.
AB - Fouling refers to the condition of railroad ballast when voids in this unbound aggregate layer are filled with relatively finer materials or fouling agents commonly from the ballast aggregate breakdown, outside contamination, or from subgrade soil intrusion. When ballast gets fouled, this unbound layer may not adequately serve its primary functions to provide drainage and structural support under the repeated loading applied by trains. Coal dust fouling has been identified as one of the most critical fouling scenarios as it significantly decreases the strength and stability of railroad ballast. A Discrete Element Modeling (DEM) approach was adopted in this study to investigate the coal dust fouled ballast performances. A DEM program BLOKS3D was used to employ realistic three-dimensional polyhedrons as discrete elements generated through digital imaging of aggregate particles. An appropriate DEM model parameter calibration process was carried out to predict both the clean ballast condition and the partially to fully coal dust fouled ballast behavior as obtained from laboratory shear box tests, which properly validated the BLOKS3D DEM simulations.
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U2 - 10.1061/41104(377)37
DO - 10.1061/41104(377)37
M3 - Conference contribution
AN - SCOPUS:77956095628
SN - 9780784411049
T3 - Geotechnical Special Publication
SP - 305
EP - 313
BT - Paving Materials and Pavement Analysis - Proceedings of the 2010 GeoShanghai International Conference
T2 - 2010 GeoShanghai International Conference - Paving Materials and Pavement Analysis
Y2 - 3 June 2010 through 5 June 2010
ER -