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Theoritical bases of calculation of soil piles in the composition of the foundation

UDK: 624.154.51

S. V. Piskotin R. I. Shenkman

Conditions of use of ground piles with geosynthetic membrane as hanging piles as part of the foundations, analysis and design of this system. This article provides an overview of the research on the development of analytical methods of calculation as the stress-strain state of soil piles with geosynthetic membrane, and as the stress-strain state of pile foundations with a different type of piles

Файл: Пискотин.pdf, 9 pag.

Рубрика: Геотехника и геотехнологии
Выпуск №5: По материалам VII Всероссийской молодежной конференции аспирантов, молодых ученых и студентов «СОВРЕМЕННЫЕ ТЕХНОЛОГИИ В СТРОИТЕЛЬСТВЕ. ТЕОРИЯ И ПРАКТИКА», (Часть II.Ноябрь, 2015)