Методика визначення напружено-деформованого стану геомеханічної системи “фундамент–ґрунтовий масив” у зоні дії колектора теплового насоса
The temperature impact on the rocks is the cause of additional stress and strain on them and also phase transformations (freezing and thawing) of the pore fluid. In writing this article aim was to develop the experimental data needed for the development of methodic, directed at determining the temperature fields in rocks, in which are arranged the collectors of heat pumps. Identified and analyzed, and the impact of additional load on the ground bases and foundations, which are reservoirs of groundwater heat pumps.