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Engineering method for calculating the restoration of bearing capacity of the piles immersed in permafrost soil with thawing

The relevance of the issue of engineering methods for calculating the restoration of bearing capacity of piles in permafrost conditions is considered. A detailed classification of piles used for permafrost soils is provided. The formula for calculating the bearing capacity of the base of a vertically loaded hanging pile is given. The process of thermal interaction of a borehole filled with a heat-containing medium and the surrounding frozen soil is described. Substantiation for the use of the engineering method for calculating the restoration of bearing capacity of permafrost soil in a freezing-in process is presented.