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That's the among the most naive bits of work I've ever seen.

Concrete carries essentially no bending or tension loads. I'm amazed it's stood up to this amount of additional pressure.



The total weight of the pool is effectively meaningless. The load per square inch = weight of water at that depth. Thus the pressure at the top of the pool is effectively zero. At the bottom it's around .42psi/foot * 3feet = 1.3psi which is not all that bad. Anyway, I suspect the load is actually less than the average basement wall which often holds back 6 feet or more of soil.


Now, I'm not a structural engineer. However, if at the bottom of the pool you can crush/shear/buckle/etc concrete, you should also be able to crush/shear/buckle/etc six-year-old-girl, right? I'm betting the bending and tension load resistance of 6 year old girls are decidedly suboptimal for residential construction.

I see photographic evidence of six year old girl, decidedly uncrushed.


Didn't he brace the outside of it with 2x4's?




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