Підвищення несучої здатності експлуатованих пальових фундаментів

Abstract

Methods of increasing the load-bearing capacity of operated pile foundations of buildings in case of increased loads or deterioration of the physical and mechanical characteristics of the foundation soil are considered. The advantages and disadvantages of known methods are identified and a promising method of increasing the load-bearing capacity of operated pile foundations is proposed, which will ensure the efficiency of operation.