International Journal of Advanced Academic Studies
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International Journal of Advanced Academic Studies

2019, Vol. 1, Issue 2, Part B

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.


Pages: 101-104 | Views: 190 | Downloads: 52

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How to cite this article:
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.
International Journal of Advanced Academic Studies