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.
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(b) |
(c) |
(d) |