RCP (D-Loads) - Placing materials with different unit weights along profile
RCP (D-Loads) - Placing materials with different unit weights along profile
(OP)
Do you guys see any issue with placing different types of materials along the profile of an RCP or is this acceptable? For example placing a slurry (unit weight of concrete of 150 pcf) for certain length of the pipe, then placing soil with 139 pcf for the remaining length of the RCP?
Thanks
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RE: RCP (D-Loads) - Placing materials with different unit weights along profile