Sheet Pile to Cap Connection
Sheet Pile to Cap Connection
(OP)
Hello all,
I have a design condition where steel sheet piling will be embedded into a concrete cap. The design requires the connection to be designed for a large tension force. My questions are as follows:
1. Does anybody know the bond strength between steel and cast-in-place concrete? I can't seem to find my old reference for this anywhere.
2. Any good details for this type of connection floating around out there? I'm expecting the bond strength to be too weak, therefore I'm considering welding a continuous plate to the end of the sheets.
Thanks
I have a design condition where steel sheet piling will be embedded into a concrete cap. The design requires the connection to be designed for a large tension force. My questions are as follows:
1. Does anybody know the bond strength between steel and cast-in-place concrete? I can't seem to find my old reference for this anywhere.
2. Any good details for this type of connection floating around out there? I'm expecting the bond strength to be too weak, therefore I'm considering welding a continuous plate to the end of the sheets.
Thanks






RE: Sheet Pile to Cap Connection
BA
RE: Sheet Pile to Cap Connection
What is generating the large forces?
RE: Sheet Pile to Cap Connection