Abstract
Abstract
The development of sea depths is associated with large-scale construction of deep industrial and residential structures that can withstand high pressure. As a building material, concrete can be the most promising and simple material. However, at high pressures, materials that are usually considered waterproof or low-permeable, such as concrete, polyurethane, and others, become permeable to water. If, however, it is taken into account, the value is usually determined empirically in the laboratory. If, however, it is taken into account, the value is usually determined empirically in the laboratory. However, the experimental data obtained may vary significantly depending on the applied loads. Therefore, there is a need to fill this gap and find objective regularities of changes in the filtration coefficient of the medium under various loads, which will allow us to correctly formulate the filtration problem and increase the reliability of hydrodynamic calculations.
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