Publication Abstract




Proceedings of the International Conference on Deep Foundations, Seepage Control and Remediation (41st Annual), 2016, New York, NY-Deep Foundations Track, (DFI)

Fraser Heights Bridge Comparison between PDA Tests and Pile Capacity Estimation Methods
Ali Azizian, Brian Hall

Driven piles were selected to support the Fraser Heights Bridge bents. Piles were a key component of the top-down construction approach, which was adopted for minimizing potential impacts on an environmentally sensitive wetland. Project requirements manda


 article #2505; publication #1023 (AM-2016-DF)