ACTIVE PRESSURE OF A SOIL UNDER A FLEXIBLE TRANSFORMABLE LOAD AT THE SURFACE OF A UNIFORM AND MULTI-LAYERED BASE

Abstract

In modern construction there are various complicated kinds of loading, for which it is not always possible to create a model without significant biases, by a local uniformly distributed load or by a force at the surface of a backfilling. However, we have obtained the dependency that allows us to get the common solution for the horizontal soil pressure on retaining walls, the load being flexible at the surface and changing from a uniformly distributed load to a focused one. When we assum the hypothesis that there exists the common sliding plane at any depth of a retaining wall in a multi-layered backfilling, we are able to create the numerical method to calculate the horizontal pressure of the soil, when there exists a complicated transformable load at the surface.

Authors and Affiliations

И. Я. Лучковский, Д. А. Чепурной, С. В. Есакова

Keywords

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  • EP ID EP577482
  • DOI -
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How To Cite

И. Я. Лучковский, Д. А. Чепурной, С. В. Есакова (2018). ACTIVE PRESSURE OF A SOIL UNDER A FLEXIBLE TRANSFORMABLE LOAD AT THE SURFACE OF A UNIFORM AND MULTI-LAYERED BASE. Вчені записки Таврійського національного університету імені В. І. Вернадського. Серія: Технічні науки, 29(2), 324-330. https://europub.co.uk./articles/-A-577482