Research Article
Displacement Solution of Salt Cavern with Shear Dilatation Behavior Based on Hoek-Brown Strength Criterion
| GSI | | 60 | | | 80 | | | | 44.787 | | | 35.906 | | | | 24.889 | | | 19.558 | | | | −0.002 | | | −0.003 | | A1 | | 14.479 | | | 22.526 | | A2 | | 20.456 | | | 45.237 | | | 0 | 0.25ϕ | 0.5ϕ | 0 | 0.25ϕ | 0.5ϕ | B1 | −24.417 | −21.700 | −19.656 | −17.979 | −14.629 | −12.108 | B2 | 51.116 | 51.205 | 51.274 | 90.252 | 91.450 | 92.351 | B3 | 24.547 | 23.473 | 22.664 | 54.285 | 51.909 | 50.121 | C1 | −89.836 | −309.470 | −1016.600 | −62.492 | −201.360 | −619.664 | C2 | −89.836 | −283.517 | −871.787 | −62.492 | −184.473 | −531.379 |
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