Mathematical modeling of groundwaters pressure distribution in the underground structures by cylindrical form zone

A mathematical model is developed for studying the
distribution of groundwater pressure and its variation in the zone of
underground structures of a cylindrical shape. Based on the created model,
the influence of the thickness of the aquifer, the soil porosity, the filtration
coefficient, the viscosity coefficient and the piezoelectric conductivity
coefficient on the pressure that groundwater exerts on the lower part of the
underground structure is investigated. The analysis of the possibility of
pushing the structure and breaking the foundation under the influence of
pressure caused by groundwater is analyzed. Analytical formulas are
obtained for estimating the stresses in the foundation and predicting the
possibility of its destruction.