The Analysis of the Stability of the Communication Support Stabilized by Gabion Wall with Variable Configuration
Journal Title: Logistics and Transport - Year 2019, Vol 42, Issue 2
Abstract
The subject of the article concerns the stabilization of communication earthworks using the so-called lightweight retaining structures. The stability of the embankment with the embankment built with the gabion wall is analysed, assuming a uniformly distributed load on the crown and a case of unilateral water pressure in the event of a flood. Final results of stability calculations made with the Fellenius and Bishop method in the form of slip surface with the smallest value of the coefficient were presented. Then, assuming the case of damming up of flood water, discretization of the filtration area, velocity distribution and hydrodynamic grating and slip surfaces were developed. The variable parameter is the wall configuration.
Authors and Affiliations
Zenon Zamiar, Andrzej Surowiecki, Piotr Saska, Adam Balawejder
Keywords
Related Articles
- EP ID EP630868
- DOI 10.26411/83-1734-2015-2-42-12-19
- Views 52
- Downloads 0
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