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

<div>Axial behavior, comparison of the shear behavior of concrete for several saturation ratios (curve with circles: SR = 10%; curve with squares: SR = 60%; curve with triangles: SR = 100%).</div>

Science and Technology of Nuclear Installations

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Figure 8

Figure 8: Influence of the Saturation Ratio on Concrete Behavior under Triaxial Compressive Loading 