Ben,Thank you for your response. Obviously, our structural engineer will have to make the final determination once the delegated design for the geopiers is submitted. Interestingly enough, in our case read more
Andrew,We had a similar situation where the soil report for the property was not completed until we had most of our building structural design completed. The structural design started with the assumption read more
Dana,I'll follow up with Christina Goldstein at our AIA NJ section who manages all this kind of stuff. I'm glad the Webinar was interesting for you. Glad you answer any questions you might have. Benjamin read more
The following is a response from our Structural Engineer: Without a clear understanding of the overall building structure I cannot answer the question. For gravity loads on floor slab a load transfer read more
I am working on a 4 story condo project in Chattanooga, TN that is utilizing rammed aggregate piers. We have column footings that were getting pretty sizable and were designed to 2000 psf soil bearing read more
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