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

Figure 4

Variations in the shear strength of the untreated and lime-stabilized specimens with the W-D cycles: (a) RAL 0%; (b) RAL 3%; (c) RAL 5%; (d) RAL10%.

(a)

(b)

(c)

(d)