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Study of sealing of sandy basement

UDK: 624.15

E.V. Ruchkina, E.G. Frolova

Sealing of the sand base under the influence of the load from the foundation occurs unevenly in space and in time. This is expressed in the uneven settlement of the base as the load increases with a constant speed. The basement foundation settlement is an integral reaction to the loading, to which the processes of deformation of the sandy soil below the basement base are affected in a complex manner. Physical modeling showed that the greatest compaction occurs directly in the area beneath the base of the foundation in the upper layer of the ground. Under loading, compression ratio is lower, but these changes are distributed more evenly along the depth.

Файл: Э.В. Ручкина.pdf, 6 pag.

Рубрика: Геотехника и геотехнологии
Выпуск №8: По материалам IX Всероссийской молодежной конференции аспирантов, молодых ученых и студентов «СОВРЕМЕННЫЕ ТЕХНОЛОГИИ В СТРОИТЕЛЬСТВЕ. ТЕОРИЯ И ПРАКТИКА», (Часть I ,июнь, 2017)


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