thanks i like that idea with the gfrp and holding the seel back. Yes corrosion is a concern. How have you done an expansion type joint that will minimize corrosion as well provide for adequate water tightness and minimize the sands/ fines in the back fill from coming through
Hi i noticed a thread from a long while ago that several indicated that as long as the seawall had greater than 0.5% horizontal reinforcing that control joints were not required. Can anyone advise me on where that comes from in the ACI. I am working on a seawall project and would to obviously...
