Influence of the Saturation Ratio on Concrete Behavior under Triaxial Compressive Loading

<div>Axial stress versus axial and circumferential strains for triaxial tests under 26 MPa of confining pressure (LVDT for axial strains and strain gauges for orthoradial strains).</div>

Science and Technology of Nuclear Installations

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Figure 4

Figure 4: Influence of the Saturation Ratio on Concrete Behavior under Triaxial Compressive Loading 