Research Article

Investigation on Dynamic Stability of Cement-Stabilized Expansive Soil Subgrades Subjected to Repeated Heavy-Haul Train Loads

Table 3

Loading schedules.

CategoryDry density (g/cm3)Frequency (Hz)Confining pressure (kPa)

Virgin expansive soil1.671, 515, 30, 60
Expansive soil improved with 3% cement content1.721, 515, 30, 60
Expansive soil improved with 5% cement content1.721, 515, 30, 60