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BEARING CAPACITY AND DEFORMATION MODELS PLATE-PILE FOUNDATIONS WITH CYCLIC LOADING REGIME.

UDK: 624.154.1

Ibragimov K.V.

Results of researches of influence of influence of variable cyclic load of model slabby and pile the base are given. When carrying out tray tests a precipitation, tension, deformations in soil and in piles are defined. The appendix of loading is made by cycles with loading change. On the basis of the obtained data dependence schedules a precipitation and tension from quantity of cycles are under construction. The analysis of graphic dependences which shows is provided that tension in soil and piles changes.

Файл: Ибрагимов.pdf, 5 pag.

Рубрика: Геотехника и геотехнологии
Выпуск №3: По материалам V региональной научно-практической конференции аспирантов, молодых ученых и студентов «CОВРЕМЕННЫЕ ТЕХНОЛОГИИ В СТРОИТЕЛЬСТВЕ. ТЕОРИЯ И ПРАКТИКА». Декабрь, 2014 г.


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