THE THEORY OF PLASTIC FLOW IN THE APPLIED TASKS OF FOUNDATION ENGINEERING
Abstract
The methodology of calculation of bearing strength of precast pile on numerical MBE is improved. The nonlinear task of mechanics of soils is predicted with the use of the unassociated law of plastic flow.References
1. Моргун А. С. Комп’ютерні технології розрахунку фундаментних конструкцій на основі методу граничних еле-
ментів / А. С. Моргун, І. М. Меть, А. В. Ніцевич. — Вінниця : ВНТУ, 2009 — 161 с.
2. Бреббия К. Методы граничных элементов / К. Бреббия, Ж. Теллес, Л. Вроубел ; пер. с англ. — М. : Мир, 1987.
—524 с.
ментів / А. С. Моргун, І. М. Меть, А. В. Ніцевич. — Вінниця : ВНТУ, 2009 — 161 с.
2. Бреббия К. Методы граничных элементов / К. Бреббия, Ж. Теллес, Л. Вроубел ; пер. с англ. — М. : Мир, 1987.
—524 с.
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[1]
A. S. Morhun and S. P. Berchak, “THE THEORY OF PLASTIC FLOW IN THE APPLIED TASKS OF FOUNDATION ENGINEERING”, Вісник ВПІ, no. 6, pp. 31–34, Dec. 2013.
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Civil engineering
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