I am designing a temporary sheetpile wall for a bridge abutment excavation adjacent to a small river. The PZ35 sheet must support 9.6 Ft. of potential flood waters and 6 Ft. of soil below that (Total of 16 FT. above the dredge line). The Sheet is supported by a W-beam waler at 10 Ft. below the...
I am looking for some text references or guidance for the design of base plates and anchor rods with open space between the plate bottom and the foundation. For this case, precast concrete posts are bolted to the plate with rods that extend out of the post bottom. The plate will then be bolted...