Behavior of Lime-Stabilized Red Bed Soil after Cyclic Wetting-Drying in Triaxial Tests and SEM Analysis

<div>Variations in the shear strength parameters of the untreated and lime-stabilized specimens with the W-D cycles: (a) cohesion; (b) internal friction angle.</div>

Advances in Materials Science and Engineering

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Figure 5

Figure 5: Behavior of Lime-Stabilized Red Bed Soil after Cyclic Wetting-Drying in Triaxial Tests and SEM Analysis 