Open AccessTHE ANALYSIS OF THE STABILITY OF THE COMMUNICATION SUPPORT STABILIZED BY GABION WALL WITH VARIABLE CONFIGURATION
Author(s) -
Ze Zamiar,
Andrzej Surowiecki,
Piotr Saska,
Adam Balawejder
Publication year - 2019
Publication title -
logistyka i transport
Language(s) - English
Resource type - Journals
ISSN - 1734-2015
DOI - 10.26411/83-1734-2015-2-42-12-19
Subject(s) - earthworks , levee , slip (aerodynamics) , discretization , flood myth , geotechnical engineering , structural engineering , stability (learning theory) , engineering , mathematics , computer science , mathematical analysis , philosophy , theology , machine learning , aerospace engineering
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.