In this paper, we present an analytical solution for the consolidation of unsaturated soil, subject to thermal changes. The solution was obtained in a straightforward manner, based on Dakshanamurthy and Fredlund's consolidation theory and considering both the temperature change and an additional instantaneous loading. The dissipation of the excess pore pressure was examined and the consolidation features were presented. The study shows that the thermal change, caused by the energy pile's thermal exchange system, can have a degree of influence on the behavior of the unsaturated soil. The temperature change results in the oscillation of the excess pore pressures around the consolidation curves for the case with an additional loading. A greater temperature change could bring about more sweeping changes in the excess pore air and water pressures.