1. A process of foundation device melkozaglublennogo on natural promorazhivaemom heaving soil foundation comprising the following procedure steps in time: during geotechnical investigations in the laboratory in a known manner define the dependence of the frost heaving soil swelling rate and migration vlagonakopleniya pressure, the maximum pressure value frosty swelling, dependence thawed soil shear strength, then the project of construction organization define g Afig foundation loading for winter-spring period and a known method is determined by the pressure distribution on the foundation depth of freezing and respectively the actual and limiting migration vlagonakoplenie thawed soil resistance to shear and buckling calculated value frost foundation soil and sediments under ottaivanii.2. The method of claim. One, characterized in that the non-scheduled stop construction or in the preservation of structures allows freezing heaving soil at the base of the constructed foundation, if the pressure from it on thawed base will not exceed the maximum allowable pressure and frost buckling defined in laboratory conditions according to p. 1.
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