I'm looking for recommendations for a methodology to determine the structural and geotechnical capacity of existing spun-cast prestressed concrete cylinder piles. I need both the full-section (like-new) capacity and the capacity assuming longitudinal cracking in the pile.
Thanks.
Does anyone have a design example or other reference for for a concrete traffic barrier/moment slab atop a sheet pile wall resisting live load impact? The concept would be similar to a barrier mounted on top of an MSE wall.
I am looking to be able to assess stability of the barrier/slab and...
