TY - GEN
T1 - Seismic testing for track substructure (ballast and subgrade) assessment for passenger/freight corridors
AU - Stark, Timothy D.
AU - Nazarian, Soheil
AU - Ho, Carlton L.
AU - Tutumluer, Erol
PY - 2013
Y1 - 2013
N2 - This paper presents the research framework and preliminary findings from a recently started Federal Railroad Administration (FRA) sponsored research project at the University of Illinois at Urbana-Champaign on developing and using seismic wave propagation principles to develop a track substructure (ballast and subgrade) condition assessment system. This condition assessment system will be used to evaluate track safety and to predict inspection intervals. This research is needed because there is no tool or system available that quantitatively measures the mechanics based properties of the layers comprising a track system. These mechanics based properties are shear modulus, modulus of deformation (Young's modulus), and shear strength that can be derived from direct measurement of the shear wave velocity profile. Currently the modulus and shear strength of the track system materials are usually estimated which leads to uncertainty in the numerical analyses and estimates of track safety.
AB - This paper presents the research framework and preliminary findings from a recently started Federal Railroad Administration (FRA) sponsored research project at the University of Illinois at Urbana-Champaign on developing and using seismic wave propagation principles to develop a track substructure (ballast and subgrade) condition assessment system. This condition assessment system will be used to evaluate track safety and to predict inspection intervals. This research is needed because there is no tool or system available that quantitatively measures the mechanics based properties of the layers comprising a track system. These mechanics based properties are shear modulus, modulus of deformation (Young's modulus), and shear strength that can be derived from direct measurement of the shear wave velocity profile. Currently the modulus and shear strength of the track system materials are usually estimated which leads to uncertainty in the numerical analyses and estimates of track safety.
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U2 - 10.1115/JRC2013-2489
DO - 10.1115/JRC2013-2489
M3 - Conference contribution
AN - SCOPUS:84890070914
SN - 9780791855300
T3 - 2013 Joint Rail Conference, JRC 2013
BT - 2013 Joint Rail Conference, JRC 2013
T2 - 2013 Joint Rail Conference, JRC 2013
Y2 - 15 April 2013 through 18 April 2013
ER -