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Title:PRIMERJAVA LASTNOSTI ARMIRANE IN NE ARMIRANE VOZIŠČNE KONSTRUKCIJE
Authors:ID Šömen, Jure (Author)
ID Žlender, Bojan (Mentor) More about this mentor... New window
ID Macuh, Borut (Comentor)
Files:.pdf VS_Somen_Jure_2011.pdf (12,67 MB)
MD5: 89DF25A4132EA2734FFC4BC35B26842B
PID: 20.500.12556/dkum/3f86e335-76ac-4905-af16-faae553cd0df
 
Language:Slovenian
Work type:Undergraduate thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract: Diplomsko delo obsega primerjavo lastnosti armirane in nearmirane cestne konstrukcije po kriteriju Tehniènih specifikacij za javne ceste (TSC), po kriteriju porabe tamponskega materiala ter cen. Ugotovili smo, da pride armiranje voziščne konstrukcije z geotekstilijami do izraza pri slabše nosilnih tleh (nižjih vrednostih CBR-ov) in pri težkih prometnih obremenitvah. Zaradi vgradnje se zmanjšajo trajne deformacije ter se podaljša njena življenjska doba. Voziščna konstrukcija je dimenzionirana na podlagi osnovnih projektantskih zahtev (prometne obtežbe, kakovosti vgrajenih materialov, hidroloških in klimatskih pogojev). V prilogi so v tabelarični obliki prikazani rezultatu primerjave, ki prikazujejo, da se vgradnja geotekstilij, ker niso drage, izplača.
Keywords:prometna obremenitev, ozišène konstrukcije, geotekstilije
Place of publishing:Maribor
Publisher:[J. Šömen]
Year of publishing:2011
PID:20.500.12556/DKUM-19471 New window
UDC:624.131:625.7.03(043.2)
COBISS.SI-ID:15250710 New window
NUK URN:URN:SI:UM:DK:8IMJZSZW
Publication date in DKUM:18.07.2011
Views:2300
Downloads:186
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:COMPARISON OF PROPERTIES OF REINFORCED AND NOT REINFORCED ROADWAY CONSTRUCTION
Abstract: The thesis compares the properties of reinforced pavement and unreinforced pavement, according to the Criteria of Technical Specification for Public Roads regarding the use of pad materials and prices. We came to the conlusion that reinforcing the pavement structures with geotextiles is a better solution on soil that has a lower baring ratio (CBR) and on pavements that have heavy traffic loading. By installing them there is less permanent deformation on the pavement structure and the service life is prolonged. The pavement structures are designed according to basic design requirements (traffic loading, the quality of implemented materials, hydrological and climate requirements). In the appendix the results of the comparison are shown in columnized form which suggest, thatthe installation of geotextiles is optimal because it is less expensive.
Keywords:traffic loading, pavement structures, geotextiles


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