Guest
I am a new engineer trying to design a pile foundation system for a ped bridge. The soild is mainly silty sand with a water level roughly 10 feet below grade. The area is relatively high seismic zone and liquifaction is a possibility. I was hoping someone would be able to either tell me or guide me in choosing what type of pile, i.e. drilled, battered, cast in place, would be best for this type of site with regards to performance and cost. Thanks.