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

<div>Fitting curves of <i>ε</i><sub>p</sub> = <i>a</i> + <i>b</i>lg<i>N</i> (<i>σ</i><sub>3</sub> = 15 kPa, <i>f</i> = 1 Hz).</div>

Advances in Civil Engineering

Figure 9: Investigation on Dynamic Stability of Cement-Stabilized Expansive Soil Subgrades Subjected to Repeated Heavy-Haul Train Loads 