burnhakp
Geotechnical
- Jun 15, 2011
- 10
I have a 84 inch diam. conveyance pipe that will be going through a slurry wall. The pipe is putting a force of 145 kips on the wall. I need to come up with a design that will distribute this load. The force must be disperesed through the wall since the pipe is conecting to some flexible piping.