Abstract
The building of the indoor swimming pool is built in unfavorable engineering and geological conditions in the presence of karst rocks in the base. The analysis of the geological and hydrogeological conditions of the site is carried out. Calculations are made for the possible manifestation of karst in the elastic-plastic formulation. Comprehensive measures have been developed to ensure the strength and stability of the building, taking into account the possible manifestation of karst.
Highlights
1 Introduction The building of the indoor swimming pool is being built on a karst-prone area 50 m from Lake Yalchik
Eluvial soils are the weathering crust of Upper Permian rocks [2]
The construction site of the indoor swimming pool belongs to category II of the intensity of sinkholes and to category A in terms of the diameter of the sinkholes (> 20 m) [8,9]
Summary
The building of the indoor swimming pool is being built on a karst-prone area 50 m from Lake Yalchik. There was a need to estimate the engineering-geological and hydrogeological conditions of the site for the purpose of possible manifestation and influence of karst processes on the stability of the building under construction [1]
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