i attached a sketch of what I am thinking. i dont have much large diameter experience. thanks for inputhttp://files.engineering.com/getfile.aspx?folder=b8fb7a1b-c98e-4a87-9955-318660b9408f&file=doc147754.pdf
thanks guys. besides the h-pile blocking the other option the reviewer has suggested I use an in-line thrust collar with weld-on ring placed at the opposite end of the replacement pipe section with all restrained joints between the thrust collar block and tee
I have a situation where municipality is requesting I design thrust block using H-piles behind a 24x24 water tee because there is an electric line less than 3 feet behind this.
Trying to figure out exactly how this should work. Thoughts?
I'm working on open cut situations that actually follow the stream alignment. I'm using temporary barrier diversions to divert the stream around the open cut trench but there are several tributaries and culverts entering the work area