Дослідження процесу імпульсного підсилення несучих основ споруд при ін’єкційному закріпленні грунтових масивів

Abstract

A new way to strengthen the foundations and supporting the foundations of buildings, which is to use periodic (pulsed) discharge pressure and allows for more efficient filling pores and cracks basis. The changes of pressure distribution at different time forcing technological solution in the field of filtration. In the proposed method are presented and justified mathematical equations, which can simulate the displacement process stream processing solution to a well or part of the foundation, which increases depending on the pressure and injection time and predict changes in the depth of penetration of the technological solution, depending on the repetition rate of the hydraulic power pressure pulses injection duration and injection portion of the solution based on the foundation that increases.