ACTIVE PRESSURE OF A SOIL UNDER A FLEXIBLE TRANSFORMABLE LOAD AT THE SURFACE OF A UNIFORM AND MULTI-LAYERED BASE
Journal Title: Вчені записки Таврійського національного університету імені В. І. Вернадського. Серія: Технічні науки - Year 2018, Vol 29, Issue 2
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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