broncosfan
Structural
- Jul 29, 2004
- 44
We have an 18" diameter HDPE drainage pipe passing about 4 feet under a thickened slab supporting a train track (cooper e80 live load). The allowable soil bearing pressure is good for 2500psf. What's the best way to protect the pipe from crushing? Could I design the thickened slab to span the 18" over the pipe? Could I encase the pipe in reinforced concrete? How do I design the encasement? Do I assume the 2500psf bearing pressure from the thickened slab needs to be supported by the encasement and design the rebar in the encasement for an 18" span? Does anybody know where I can find a good encasement detail? I asked if the 18" HDPE pipe could be encased in a steel pipe, but it's already in place and the contractor wants to use concrete encasement. Thanks.