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Title:ANALIZA VAROVANJA GRADBENE JAME S SIDRANJEM NA VEČ NIVOJIH
Authors:Panić, Daniela (Author)
Žlender, Bojan (Mentor) More about this mentor... New window
Macuh, Borut (Co-mentor)
Files:.pdf UNI_Panic_Daniela_2009.pdf (2,10 MB)
 
Language:Slovenian
Work type:Undergraduate thesis (m5)
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Ker zaradi gosto naseljenih mest prihaja do primanjkljaja prostora, so se v svetu, kot tudi pri nas začeli izvajati kletni prostori z vedno več etaž. Ker pa zaradi tega posegamo vedno globlje v zemljino, je potrebno takšne izkope ustrezno varovati pred porušitvijo. V diplomskem delu so opisane najpogostejše metode varovanja gradbenih jam. S programskim paketom Plaxis, je narejena elasto plastična analiza opisanih metod. Podlaga za statični izračun izhaja iz obstoječega projekta. Opisane metode varovanja gradbenih jam bomo dimenzionirali, vendar le tiste, katere bo možno ob danih geološko-geotehničnih pogojih tudi izvesti. Za izvedljive metode so bile izvedene stroškovne analize, na osnovi katerih je bila izbrana optimalna metoda varovanja.
Keywords:gradbena jama, zagatna stena, berlinska stena, benotto piloti, armiranobetonska diafragma, jet grouting.
Year of publishing:2009
Publisher:[D. Panić]
Source:Maribor
UDC:624.152(043.2)
COBISS_ID:14094870 Link is opened in a new window
NUK URN:URN:SI:UM:DK:RBANIWRD
Views:3297
Downloads:689
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Categories:KTFMB - FG
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Secondary language

Language:English
Title:ANALYSIS OF MULTIPLE ANCHORED EXCAVATION PIT PROTECTION
Abstract:The densely populated cities lead to lack of space in the world, and also in our state. This is the reason of constructing cellars with more and more floors. Because we encroach on ever deeper into the earth, such excavation is necessary to be adequately protected against the failure. This diploma work describes the most common methods of the protection of the construction pit excavation. The static analyses of described excavation methods were performed with program Plaxis. Basis for the calculation of static builds on the existing project. The described methods were dimensioned, but only those which are feasible to be performed due to geological-geotechnical conditions. The cost analyses of feasible methods were performed, on the basis of which the optimum protection method was chosen.
Keywords:construction pit, sheet piles, steel beams, benotto piles, diaphragm wall, jet grouting.


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