Design and analysis of geosynthetic reinforced soil bridge abutment

Magistrsko delo predstavlja mostne opornike iz armirane zemljine. Na začetku je za boljšo predstavo problematike podana teoretična podlaga s področja armiranih zemljin pri mostnih opornikih. Sledi analitičen postopek dimenzioniranja opornikov in praktični primer. Celoten potek gradnje mostnih opornikov iz Sodne vasi pri Podčetrtku je podkrepljen s slikovnim materialom, popisom del in cenami posameznih postavk. Sledi zaključek o upravičenosti uporabe tehnologije armirane zemljine pri gradnji mostnih opornikov.The master’s thesis presents “geosynthetic reinforced soil integrated bridge system”. At the beginning there is given a theoretical basis in the field of reinforced soil in the bridge abutments. The following is an analytical procedure for dimensioning the abutments and a practical example. The entire course of construction of bridge abutments from Sodna vas near Podčetrtek is supported by pictorial material, inventory of works and prices of individual work. At the end there is given conclusion, when the use of reinforced soil is justified in the construction of bridge abutments