Дослідження за МГЕ несучої спроможності буронабивних паль з камуфлетним розширенням

Abstract

The development of the construction industry is associated with the introduction in the building practice of newtechnologies of predictive calculation. Significant increase in the weight of modern structures, which is transferred to thebasis, necessitates the development of non-linear methods for calculating drill piles, which in these conditions are themost effective types of foundation structures.Methods of nonlinear ground-based analysis, designed for numerical implementation, are increasingly used in projectdesign practice. With the involvement of the numerical method of boundary elements in the work, an analyticalcomprehensive approach to the estimation of the VAT of a camouflage drill-bored Pile-Column is proposed. Ensuring thereliability of the work of the underlying structure is decisive in practical design and requires both experimentalsubstantiation and numerical simulation.