Displacement Solution of Salt Cavern with Shear Dilatation Behavior Based on Hoek-Brown Strength Criterion

<div>Displacements, stresses, and the plastic radius of the salt cavern (GSI = 60).</div>

Advances in Civil Engineering

Figure 3: Displacement Solution of Salt Cavern with Shear Dilatation Behavior Based on Hoek-Brown Strength Criterion 