projektna naloga
Klemen Krabonja (Author), Stanislav Škrabl (Mentor)

Abstract

V projektni nalogi so prikazane splošne značilnosti plazišč ter primer geomehanske obdelave projekta sanacije splazele brežine z masivnim opornim zidom. V uvodnem poglavju so predstavljeni vzroki nastanka ter razlogi za nujnost sanacije aktiviranih plazišč v geotehnični praksi. V drugem poglavju je obrazložena klasifikacija, preučevanje in načini sanacij plazišč. V tretjem poglavju je obravnavan način sanacije dejanske splazitve brežine z masivno podporno konstrukcijo. Ugotavljamo, da je pri masivnih podpornih zidovih potrebno analizirati mejno stanje nosilnosti in uporabnosti, ker zaradi velike togosti konstrukcije obstaja možnost konstrukcijskih poškodb še preden se mejno stanje nosilnosti sploh aktivira.

Keywords

plazišča;lezenje;zemeljski pritisk;podporne konstrukcije;oporni zid;drenaža;tlačne napetosti;projektiranje;projektne naloge;

Data

Language: Slovenian
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher: [K. Krabonja]
UDC: 624(043.2)
COBISS: 21244694 Link will open in a new window
Views: 1729
Downloads: 256
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Other data

Secondary language: English
Secondary title: LANDSLIDE REDEVELOPMENT BY REINFORCING THE BANKS WITH STONE-EXPANSION GRAVITY RETAINING WALL
Secondary abstract: The project assignment focuses on basic characteristics of landslides and an example of geomechanical project for redevelopment of landslide affected bank by retaining wall. The introductory chapter presents causes for creation and reasons for necessity of active landslide redevelopment in geotechnical practice. Second chapter explains the classification, prevention and method of landslide redevelopment. Third chapter examines a method of the actual redevelopment of landslide by solid supporting structure. It is further discussed that it is important to analyze the bearing capacity and serviceability when working with the massive supporting structures, since stiffness of the construction may cause structural damage before the bearing capacity activates at all.
Secondary keywords: landslides;drifting;sliding;earth pressures;retaining structures;retaining wall;drainage;compressive stress;planning;
URN: URN:SI:UM:
Type (COBISS): Diploma project paper
Thesis comment: Univ. v Mariboru, Fak. za gradbeništvo
Pages: IX, 56 f.
ID: 8730257
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