Bearing capacity and deformation of soil bases, reinforced with vertical and horizontal elements
Author(s): Abdurahman Pazhwak
Abstract:
The results of research of influence phased static load on the soil model with vertical and horizontal reinforcement. When conducting the flume tests defined deformation of the soil.
Load application is made in stages with the load changes. Based on these data, a graph of the dependence of precipitation on the number of stages.
The analysis of the graphic dependencies, which shows that the deformation of the soil varies.
Abdurahman Pazhwak. Bearing capacity and deformation of soil bases, reinforced with vertical and horizontal elements. Int J Adv Acad Stud 2019;1(2):101-104. DOI: 10.33545/27068919.2019.v1.i2b.32
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