Расчет устойчивости земляного полотна

Abstract

During the construction and operation of a transport infrastructure facility on weak soils, there is a possibility of a problem of converting their physical and mechanical properties in order to reduce deformability and increase load-bearing capacity. This situation is a prospect for the application of innovative methods of soil strengthening. Acting on the soil, with the help of various constructive and technological measures, they increase the bearing properties of the bases. Currently, the scope of application of the methods is limited by the type of soils.

При строительстве и эксплуатации объектов транспортной инфраструктуры на слабых грунтах существует вероятность проблемы преобразования их физико-механических свойств. Данная ситуация является перспективой для применения инновационных методов укрепления грунтов.