Track bed geotechnology: its effect on the collapse load of railway arch bridges

Last updated on 03 September 2014 8:30
One of the difficulties in assessing arch bridges is a lack of knowledge available to quantify soil-arch interactions. An axle load located on a rail will be distributed downwards through the ballast and subgrade onto the arch extrados. It is the stresses on the extrados that govern the subsequent load-deflection...
Author(s): Ng Kwooi-Hock;Fairfield, Charles A.;Sibbald Alan
Organisation(s): Napier University ;
1998
United Kingdom
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