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Tremie Concrete

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I have a project which consists of small cast-in-drilled-hole piles. Some of them are 8 feet deep. Today, I found out that they encountered water at 3 feet. The soils engineer is O.K. with tremie concrete. I need to make some adjustments in the depth (increase) due to the buoyant forces. Heretofore, I had not specified anything special for the concrete mix and I don’t need a lot of strength. However, is there anything I should do with regards to the mix given the conditions of placement?




T. William (Bill) Allen, S.E.


Consulting Structural Engineers
V (949) 248-8588 F(949) 209-2509