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https://doi.org/10.13167/2015.11.5

ANALYSIS OF A REINFORCED SOIL RETAINING WALL IN A PLATFORM EMBANKMENT

Stefan Micevski ; Sveučilište Sv. Ćirila i Metoda, Građevinski fakultet Skopje
Antonio Shoklarovski ; Sveučilište Sv. Ćirila i Metoda, Građevinski fakultet Skopje
Bojan Susinov ; Sveučilište Sv. Ćirila i Metoda, Građevinski fakultet Skopje
Sead Abazi ; Sveučilište Sv. Ćirila i Metoda, Građevinski fakultet Skopje


Puni tekst: engleski pdf 1.276 Kb

str. 40-49

preuzimanja: 844

citiraj


Sažetak

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.

Ključne riječi

fill material; geogrid; numerical analysis; reinforced soil retaining wall

Hrčak ID:

149954

URI

https://hrcak.srce.hr/149954

Datum izdavanja:

23.12.2015.

Posjeta: 1.688 *