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Geološki pogoji plitvega in globokega temeljenja na heterogenem umetnem nasipu : magistrsko delo
ID Založnik, Andreja (Author), ID Fifer Bizjak, Karmen (Mentor) More about this mentor... This link opens in a new window

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Abstract
V magistrski nalogi Geološki pogoji plitvega in globokega temeljenja na heterogenem umetnem nasipu so predstavljene terenske in laboratorijske preiskave za pridobitev geomehanskih lastnosti zemljin, na podlagi katerih so bili izvedeni izračuni nosilnosti temeljev za bodoči objekt na območju osrednje Slovenije. Terenske preiskave so zajemale spremljavo vrtanja ter popis 6 vrtin do globine 15 m, merjenje z žepnim penetrometrom, žepno krilno sondo ter standardno penetracijsko preiskavo. Na terenu so bili odvzeti vzorci iz različnih globin vrtin za laboratorijske preiskave. Z laboratorijskimi preiskavami smo pridobili podatke o fizikalno – mehanskih lastnostih zemljin, kot so gostota, konsistenčne meje, stisljivost in trdnost. Na podlagi vseh pridobljenih podatkov so bili izvedeni izračuni nosilnosti pilotov in temeljne plošče po različnih metodah ter primerjava le-teh.

Language:Slovenian
Keywords:geomehanske preiskave, temeljenje, temeljna plošča, piloti
Work type:Master's thesis/paper
Typology:2.09 - Master's Thesis
Organization:NTF - Faculty of Natural Sciences and Engineering
Place of publishing:Ljubljana
Publisher:[A. Založnik]
Year:2022
Number of pages:XIII, 59 f.
PID:20.500.12556/RUL-143447 This link opens in a new window
UDC:55
COBISS.SI-ID:135904771 This link opens in a new window
Publication date in RUL:21.12.2022
Views:325
Downloads:22
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Secondary language

Language:English
Title:Geological conditions of shallow and deep foundations on a heterogeneous artificial embankment : master's thesis
Abstract:
The master’s thesis entitled Geological conditions of shallow and deep foundations on a heterogeneous artificial embankment presents field and laboratory research to obtain geomechanical properties of earths, based on which calculations of the load-capacity of foundations for the future object in central Slovenia were performed. The field research included monitoring of the drilling and recording of 6 boreholes to a depth of 15 m and measuring with a pocket penetrometer and a pocket vane probe and a standard penetration examination. In the field, samples from different depths of the boreholes were taken for laboratory examinations. With the laboratory examinations we obtained data about the physical and mechanical properties of earths, like density, consistency limits, compressibility and strength. Based on all the obtained data, we calculated the load-capacity of piles and the foundation plate using different methods and compared them.

Keywords:geomechanical examinations, foundation work, foundation plate, piles

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