Исследования взаимодействия пучинистого грунта со свайным фундаментом

Abstract

The article analyzes the results of long-term studies of the processes of freezing and soil heaving, as well as the movement of single piles of various lengths from 6 to 12 m and various structures of raft located in the freezing zone. The processes of freezing and changes in the stress - strain state under the raft are considered. Recommendations are given for the calculation and design of pile foundations in heaving soils.