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Title:DIMENZIONIRANJE CESTNE KONSTRUKCIJE ARMIRANE Z GEOMREŽO
Authors:ID Pajk, Primož (Author)
ID Žlender, Bojan (Mentor) More about this mentor... New window
ID Rodošek, Vlasta (Comentor)
Files:.pdf VS_Pajk_Primoz_2009.pdf (5,58 MB)
MD5: 3BC6061AF24AB2511E342FA2F6E8A042
PID: 20.500.12556/dkum/521ac0eb-4cbe-454d-b585-7820d6613714
 
Language:Slovenian
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Diplomsko delo obsega izbor najprimernejše zgradbe voziščne konstrukcije na pododseku regionalne ceste R3-682/1441 Loke – Ledeinščica od km 8+200 do km 10+080 in opisuje primerjavo dimenzioniranja voziščne konstrukcije z in brez geomreže. Voziščna konstrukcija je dimenzionirana na podlagi osnovnih projektantskih zahtev (prometne obtežbe, kakovosti vgrajenih materialov, hidroloških in klimatskih pogojev). V nadaljevanju so opisani geosintetiki in primerjalna analiza dimenzioniranja voziščnih konstrukcij z in brez geomrež.
Keywords:voziščne konstrukcije, prometna obtežba, geomreže
Place of publishing:Maribor
Publisher:[P. Pajk]
Year of publishing:2009
PID:20.500.12556/DKUM-10019 New window
UDC:625.14(043.2)
COBISS.SI-ID:13664790 New window
NUK URN:URN:SI:UM:DK:GA2I7MDP
Publication date in DKUM:03.12.2009
Views:3741
Downloads:451
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
PAJK, Primož, 2009, DIMENZIONIRANJE CESTNE KONSTRUKCIJE ARMIRANE Z GEOMREŽO [online]. Bachelor’s thesis. Maribor : P. Pajk. [Accessed 31 March 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=10019
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Secondary language

Language:English
Title:DESIGN OF PAVEMENTS REINFORCED WITH GEOGRID
Abstract:This work includes a selection of most suitable compound of pavement construction at regional road section R3-682/1441 Loke – Ledinščica from km 8+200 to 10+080 and describes comparison of structural design of pavement construction with and without geogrid. Pavement construction is designed under the basic design requirements as traffic loads, quality of materials, hydrologic and climatic circumstances. Following that are described geosynthetics and comparative analysis of structural design of pavement construction with and without geogrid.
Keywords:civil engineering, traffic load, geogrid


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