Influences of Saturation and Wetting-Drying Cycle on Mechanical Performances of Argillaceous Limestones from Liupanshan Tunnel, China

<div>Variations in (a) compression strength, (b) peak strain, (c) elasticity modulus, and (d) secant modulus versus the wetting-drying cycle number.</div>

Advances in Materials Science and Engineering

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Figure 7

Figure 7: Influences of Saturation and Wetting-Drying Cycle on Mechanical Performances of Argillaceous Limestones from Liupanshan Tunnel, China 