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Title:PRIMERJAVA VAROVANJA GLOBOKE GRADBENE JAME Z BENOTTO PILOTI IN JET-GROUTING SLOPI
Authors:ID Konobelj, Mateja (Author)
ID Žlender, Bojan (Mentor) More about this mentor... New window
ID Macuh, Borut (Comentor)
Files:.pdf UNI_Konobelj_Mateja_2011.pdf (4,19 MB)
MD5: 6098795603AD8EBF4C90B6771FF829E0
PID: 20.500.12556/dkum/e287ebe9-45cb-4b8e-adc5-4a00209ebe5e
 
Language:Slovenian
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:V diplomski nalogi smo proučili možne tehnologije varovanja globoke gradbene jame s pomočjo sidranih podpornih konstrukcij. Diplomsko delo temelji na geostatični analizi izbrane podporne konstrukcije z uporabo programskega paketa Plaxis. Na podlagi dobljenih notranjih statičnih količin smo izvedli dimenzioniranje vseh elementov podporne konstrukcije z upoštevanjem evropskega standarda SIST EN 1997-1 Evrokod 7. Izvedena je bila geostatična analiza z Benotto piloti in jet-grouting slopi, ki smo jih kasneje dimenzionirali ter podali stroškovno analizo za vsako tehnologijo posebej. Na podlagi izvedljivosti in ekonomičnosti variant smo izbrali optimalni način varovanja globoke gradbene jame.
Keywords:geotehnika, varovanje gradbene jame, podporna konstrukcija, Benotto piloti, jet-grouting slopi
Place of publishing:Maribor
Publisher:[M. Konobelj]
Year of publishing:2011
PID:20.500.12556/DKUM-19849 New window
UDC:624.152(043.2)
COBISS.SI-ID:16405014 New window
NUK URN:URN:SI:UM:DK:AWYC0VQA
Publication date in DKUM:01.09.2011
Views:4453
Downloads:900
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:A COMPARISON OF DEEP CONSTRUCTION PIT PROTECTION WITH BENOTTO PILES AND JET-GROUTING PILES
Abstract:The presented diploma paper studies possible deep construction pit protection technologies using anchored retaining structures. The research is based on the geostatic analysis of selected retaining structures, which was performed by software package Plaxis. We dimensioned the elements of retaining structures on the basis of obtained inner static quantities, considering the European standard SIST EN 1997-1 Eurocode 7. We performed the geostatic analysis with Benotto piles and jet-grouting piles, which were later dimensioned. We provided the cost analysis for each technology and chose the optimum protection method on the basis of feasibility and economy of the variants.
Keywords:geotechnics, retaining structures, construction pit protection, Benotto piles, jet-grouting piles


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