Research Article

Experimental Study on Dynamic Resilient Modulus of Lime-Treated Expansive Soil

Figure 3

Variation of the dynamic resilient modulus with compaction degree. (a) σ3 = 15 kPa, (b) σ3 = 30 kPa, (c) σ3 = 45 kPa, and (d) σ3 = 60 kPa.
(a)
(b)
(c)
(d)