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.
Downloads
-
PDF (Українська)
Downloads: 38
Abstract views: 99
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.
Issue
Section
Civil engineering
License
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
