Research Article

Effects of Cement Content, Curing Period, Gradation, and Compaction Degree on Mechanical Behavior of Cement-Stabilized Crushed Gravel Produced via Vertical Vibration Test Method

Table 11

Resilient modulus ratio of the CSCG in the case of GM and XM gradations.

Cement dosage (%)Resilient modulus ratio corresponding to different curing times (days)
03714286090

3.01.241.031.091.141.041.081.05
3.51.231.061.061.161.131.121.10
4.01.221.051.051.111.131.091.08
4.51.191.051.031.091.131.051.09
5.01.191.071.021.081.131.041.09