A METHODOLOGY TO PREDICT THE ELASTIC AND INELASTIC BEHAVIOR OF RAILROAD BALLAST
Over a period of time, railroad track will settle as a result of permanent deformation in the ballast and underlying soil layers produced by traffic loading. After track settlement is produced, maintenance will be needed to resurface and line the track. Maintenance is desired as soon as the loss of...
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| Language: | ENG |
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ScholarWorks@UMass Amherst
1980
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| Online Access: | https://scholarworks.umass.edu/dissertations/AAI8019439 |