Calculating pressure on an embedded pipe in vertical plane

AI Thread Summary
To calculate the sufficient wall thickness of a vertically embedded PVC pipe surrounded by concrete, it is essential to consider the pressure distribution within the trench and the concrete head pressure acting on the pipe. The pipe should ideally be sealed to manage pressure differences, and filling the bottom with concrete can alleviate some concerns about external pressures. Using a cylindrical pipe is recommended for better pressure handling and availability. It is crucial to obtain the working pressure for the chosen PVC schedule and apply a derating factor due to the pipe's reduced performance under external pressures. Ultimately, limiting the concrete height to maintain safety margins against the pipe's internal rating is vital for structural integrity.
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I have a problem and it consists on placing a square PVC pipe vertically in a trench and surrounding it in concrete, I would like to know how would I calculate the sufficient wall thickness of this pipe and the maximum depth of the trench etc before the pipe would yield to the surrounding pressure of the concrete. I am not sure how the pressure will be distributed within the walls of the trench and how much of concrete head pressure will be acting on the pipe.

Can anyone help?
 
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Does the pvc pipe have to be empty of concrete to the bottom? If you allow the bottom to fill up some with concrete, you won't have to worry too much about it.
 
Yes the pipe would need to be sealed, causing a pressure difference.
 
Option A: use a cylindrical 'pipe', which is much easier to find, cheaper, and will handle pressures much better.

Option B: Fill either 'pipe' with any fluid having a density at or above the concrete, such as something similar to drillers mud, and pump out later. That way, no differential pressures.

Option C: Obtain the working pressure for the PVC schedule proposed, and derate it by a factor of 3 or so since pipes perform worse for external pressures than internal. Calculate the concrete pressure at the bottom, knowing its density is about 2.4gm/cc. Limit concrete height to what would give you 1/3 of the internal pipe rating.

Option D: combine option C with a water fill to get some internal pressure.
 
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