Axisymmetric task of elasticity theory of piles calculations taking into account the action of radial stress
Keywords:
intense-deformed condition, soil, numerical modelling, method of boundary elementsAbstract
The paper studies the influence of occurrence of horizontal displacements due to the action of vertical and horizontal loading on piles and expediency of the account in numerical calculation applying the method of boundary elements for radial stresses on size of bearing ability of a pile.Downloads
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Abstract views: 184
Published
2010-11-12
How to Cite
[1]
A. S. Morhun and I. A. Morhun, “Axisymmetric task of elasticity theory of piles calculations taking into account the action of radial stress”, Вісник ВПІ, no. 3, pp. 12–14, Nov. 2010.
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Section
Civil engineering
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