Колонка редактора - Eng

Назад


Influence of module deformation of foundation on the bearing capacity of single CFA conical and cylindrical piles in clay soils.

UDK: 624.154.1

N.G. Kazhentsev, D.A. Chernyavskiy, O.Y. Eschenko

The article discusses the analysis of the impact deformation module studies on clay soils bearing capacity buroinektsionnyh conical and cylindrical piles under static loads. The object of research is the bearing capacity of conical and cylindrical piles. The aim of the research is determination of deformation modulus influences on the bearing capacity of a single buroinektsionnoy bevel helical piles of the same material consumption. A comparative evaluation of the bearing capacity of single buroinektsionnyh conical and cylindrical piles of different lengths when changing module clay soil deformation. The study used numerical methods. Models of tasks created in the program complex Midas GTX.

Файл: Н.Г. Каженцев, Д.А Чернявский, О.Ю. Ещенко.pdf, 6 pag.

Рубрика: Геотехника и геотехнологии
Выпуск №6: По материалам VIII Всероссийской молодежной конференции аспирантов, молодых ученых и студентов «СОВРЕМЕННЫЕ ТЕХНОЛОГИИ В СТРОИТЕЛЬСТВЕ. ТЕОРИЯ И ПРАКТИКА», (Часть I ,июнь, 2016)


Copyright © 1998-2019
РЦИ ПНИПУ, ПРЕСС-СЛУЖБА ПНИПУ
8 (342) 2-198-119, 2-198-221, newschannel@pstu.ru
Наверх