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Theory of soil layer stability and its pressure on retaining walls

Field of Science:Civil and Structural Engineering
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International journal of road and urban infrastructure engineering

International journal of road and urban infrastructure engineering

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ARTICLE ANNOTATION

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This study is devoted to the theory of soil layer stability and its pressure on slopes and retaining walls. It analyzes cases of loss of soil layer stability, namely displacement and sliding processes that occur as a result of disturbance of the equilibrium state of soils. The loss of soil stability is scientifically explained as being associated with external environmental influences and the loss of equilibrium conditions. In addition, the theoretical foundations and practical application of the V. V. Sokolovskiy method for determining slope stability in soils possessing internal friction and cohesion are presented. Using this method, it is possible to determine the soil pressure under the state of limiting equilibrium, the shape of the slope, and its maximum height. The research results are of significant practical importance in the design and construction of slope-related engineering structures.

AUTHORS

SH.Xalimova

"TOSHKENT DAVLAT TRANSPORT UNIVERSITETI" DAVLAT MUASSASASI

Tags

# Soil layer stability# soil mechanics# slope stability# soil displacement# sliding# angle of internal friction# cohesion# natural slope angle# cohesionless soil# cohesive soil# equilibrium state# shear stress# V. V. Sokolovskiy method# stability conditions# soil pressure# retaining walls

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Article Identifiers

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https://eroi.uz/11.4/A026-932745

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Not Available

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