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I am looking at designing a short marine bulkhead (approx. 10' exposed height, and 10' embedment) and want to use an anchored prestress sheet pile, but instead of a traditional steel rod & deadman/anchor pile, was looking at using a layer of high strength geogrid at the top of wall in its place. There will be a good amount of fill above wall to engage the geogrid.
I was wondering if anyone has heard of or used geogrid in this type of application, or could point out any design/construction concerns I should look into.
Thanks so much.
I was wondering if anyone has heard of or used geogrid in this type of application, or could point out any design/construction concerns I should look into.
Thanks so much.