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A Model Test of the Dynamic Stiffnesses and Bearing Capacities of Different Types of Bridge Foundations
2022
Applied Sciences
With the rapid development of traffic infrastructures in developing countries, the evaluation demands for the vertical capacities of in-service bridges are increasing. The feasibilities of the transient response method (TRM) and index of dynamic stiffness for evaluating pile foundations are proven. However, their applicability to other types of bridge foundations must be investigated, and the correlation between the dynamic and static stiffnesses is also needed for analysis. In the present
doi:10.3390/app12104951
fatcat:c5bwk6osfzfnjktkejpctwldhu