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DIFFERENTIAL MOVEMENT AT EMBANKMENT - BRIDGE STRUCTURE INTERFACE IN ILLINOIS (1999)
Causes of bridge abutment and roadway differential settlement. Settlement of roadway pavement surfaces near highway bridge abutments often leads to abrupt grade differences at the abutments. This reports summarizes the results of a study identifying the causes for differential settlement and developing design methods and effective maintenance and rehabilitation procedures to mitigate differential movement.
Reference:
Transportation Research Record 1633, Paper No 98-1575
Transportation Research Record 1633, Paper No 98-1575
Organization:
University of Ilinois, USA
USA
University of Ilinois, USA
USA
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