Design of gabion retaining wall according to EC7 under walking path in Rabac

Tema ovog završnog rada je proračun gabionskog potpornog zida prema EC7 ispod šetnice u Rapcu. Rad sadrži osvrt na provedene istraživačke radove, opisuje geološku građu i seizmičnost šireg područja te geološke značajke lokacije na kojoj se nalazi građevina. Proračun se provodio sukladno s normom HRN EN 1997-1:2012, prema projektnom pristupu 3 čija se primjena objašnjava u ovom završnom radu. Provedena je provjera stabilnosti na prevrtanje i klizanje te kontrola naprezanja na tlo. U sklopu rada izrađen je i tehnički opis i troškovnik radova, te su ukratko opisane funkcije i prednosti gabionskih zidova.The topic of this thesis is the calculaton of the gabion retainig wall according to EC7 below the promenade in Rabac. The thesis contains a review of the conducted research work, describes the geological structure and seismicity of the wider area and the geological features of the site where the building is located. The calculation was carried out in accordance with HRN EN 1997-1: 2012, with the use of project approach 3, the application of which is explained in this thesis. Analysis of stability against overturning and sliding as well as control of soil stresses were carried out. As part of the thesis, technical description and an estimate of the building costs were made and the functions and advantages of the gabion walls were briefly described