Interaction of bored piles with soil using the boundary elements method
Keywords:
ramming piles, bearing capacity, boundary element method, soilAbstract
The technique for calculation using numerical method of boundary elements of widely used bored piles applying the model that takes into account non linearity of the soil is suggested. Comparison with experimental data is carried out.References
1. Бахолдин В. В. Совершенствование норм проектирования буронабивных свай / В. В. Бахолдин, В. Н. Мамонов // Основания, фундаменты и механика грунтов. — 1972 — № 6. — С. 21—23.
2. Мангушев Р. А. Плитно-свайный фундамент для здания повышенной этажности / А. В. Игошин, Н. В. Ощурков,
А. Б. Фадеев // Основания, фундаменты и механика грунтов. — 2008. — № 1. — С. 15—19.
3. Основания зданий и сооружений: СНиП 2.02.01-83. — М. : 1985 — 41 с.
2. Мангушев Р. А. Плитно-свайный фундамент для здания повышенной этажности / А. В. Игошин, Н. В. Ощурков,
А. Б. Фадеев // Основания, фундаменты и механика грунтов. — 2008. — № 1. — С. 15—19.
3. Основания зданий и сооружений: СНиП 2.02.01-83. — М. : 1985 — 41 с.
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Published
2010-11-12
How to Cite
[1]
A. S. Morhun and O. E. Tymoshenko, “Interaction of bored piles with soil using the boundary elements method”, Вісник ВПІ, no. 6, pp. 21–26, Nov. 2010.
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Civil engineering
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