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this post was submitted on 17 Nov 2023
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If the soil is dry enough to avoid liquefication, lifting should not happen. A ditch around the pool with drainage to lower ground at some distance would likely solve the problem even if the soil is problematic.
If the concrete is reinforced with rebar, it can withstand sideways load by the soil. If not, the issue of soil pressure would need closer consideration.
Disclaimer: I'm not an engineer