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Publications by [Tutumluer E.]
Total Items found:
Tutumluer E.
,
Stark T. D.
et al.
As with most highway bridges, railway transitions experience differential movements due to differences in track system stiffness, track damping characteristics, foundation type, ballast settlement from fouling and/or degradation, as well as fill and subgrade ...
Filed under:
Soil Mechanics -
Soil Settlement
Reference:
Proceedings of the ASME 2012 Joint Rail Conference JRC2012 April 17-19, 2012, Philadelphia, Pennsylvania, USA
Mishra D.
,
Tutumluer E.
et al.
Railway transitions experience differential movements due to differences in track system stiffness, track damping characteristics, foundation type, ballast settlement from fouling and/or degradation, as well as fill and subgrade settlement. This differential ...
Filed under:
Soil Mechanics -
Soil Settlement
Reference:
Proceedings of International Symposium on Geotechnical Engineering for High-Speed Transportation Infrastructure, Hangzhou, China, October 26-28, 2012
