Stability Analysis on the Long-Term Operation of the Horizontal Salt Rock Underground Storage

<div>Variation of the maximum vertical displacement of point <i>p</i> and point <i>q</i> of a single-cavern horizontal salt rock underground storage with the diameter-to-height ratio. (a) Roof displacement. (b) Floor displacement.</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Stability Analysis on the Long-Term Operation of the Horizontal Salt Rock Underground Storage 