Please use this identifier to cite or link to this item: http://hdl.handle.net/20.500.12188/29760
Title: Analysis of a reinforced soil retaining wall in a platform embankment
Authors: Micevski, Stefan
Shoklarovski, Antonio
Susinov, Bojan 
Abazi, Sead
Keywords: Fill material, geogrid, numerical analysis, reinforced soil retaining wall
Issue Date: 2015
Publisher: Sveučilište Josipa Jurja Strossmayera u Osijeku Građevinski fakultet
Journal: Electronic Journal of the Faculty of civil engineering Osijek - e-GFOS
Series/Report no.: 6;11
Abstract: In this paper, we numerically analyze a 9.0-m-tall reinforced soil retaining wall in a platform embankment, simulating the behaviour of its various components by using software and material models. The two basic constituents of the structure are the fill material and reinforcement. The designed reinforced soil retaining wall was built using local materials (sand with fine particles) on a base of sandy gravel. The design was analyzed with various software packages such as TensarSoil, Slide, and Plaxis 2D. The results show that the wall meets the requirements for both static and seismic conditions
URI: http://hdl.handle.net/20.500.12188/29760
ISSN: 1847-8948
Appears in Collections:Faculty of Civil Engineering: Journal Articles

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