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Showing 1 to 2 of 2 for “"Tie Support Conditions"”.
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Analyses and modeling of track transition site responses from instrumented bridge approaches
… provided both the dynamic wheel loads and the tie reactions under train loading. Upon monitoring the performances of these NEC bridge approaches for over a year, the ballast layer was determined as the primary contributor to differential movement and settlement observed in these track …
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Full-scale railroad ballasted track evaluation through experiment, simulation and prediction
Submission published under a 24 month embargo labeled 'Closed Access', the embargo will last until 2024-08-01