Determination of active soil pressure on retaining walls by the method of boundary elements
Keywords:
retaining walls, soil pressure, method of boundary elementsAbstract
Materials on the definition of active soil pressure on the fence have been introduced; active soil pressure on a retaining wall and horizontal displacements of lateral surface of the retaining wall are defined. The comparative analysis of calculations with the investigation of I. V. Yaropolskyi is carried out. The method of determining the active soil pressure on the fence is elaborated.References
1. Моргун А. С. Метод граничних елементів в розрахунках паль / А. С. Моргун. — Вінниця : Універсум–Вінниця, 2000. — 130 с. — ISBN 966-7199-96-7.
2. Соколовский В. В. Статика сыпучей среды / В. В. Соколовский. — М. : «Высшая школа », 1960. — 241 с.
3. Цитович Н. А. Механика грунтов / Н. А. Цитович. — М. : «Высшая школа », 1983. — 288 с.
2. Соколовский В. В. Статика сыпучей среды / В. В. Соколовский. — М. : «Высшая школа », 1960. — 241 с.
3. Цитович Н. А. Механика грунтов / Н. А. Цитович. — М. : «Высшая школа », 1983. — 288 с.
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Published
2010-11-12
How to Cite
[1]
A. S. Morhun and A. D. Balatiuk, “Determination of active soil pressure on retaining walls by the method of boundary elements”, Вісник ВПІ, no. 2, pp. 17–19, Nov. 2010.
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Civil engineering
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