prikaz prve stranice dokumenta Nosivost grupe CFA pilota za potrebe temeljenja objekta Kauflanda u Zagrebu
  Download
PDF 4 MB
undergraduate thesis
Nosivost grupe CFA pilota za potrebe temeljenja objekta Kauflanda u Zagrebu
završni rad
Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2020. urn:nbn:hr:123:267307
Štefković, Valentina
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Geotechnical Engineering

Institutional repository: FCEAG Repository

Cite this document

Štefković, V. (2020). Nosivost grupe CFA pilota za potrebe temeljenja objekta Kauflanda u Zagrebu : završni rad (Undergraduate thesis). Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy. Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:267307

Štefković, Valentina. "Nosivost grupe CFA pilota za potrebe temeljenja objekta Kauflanda u Zagrebu : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2020. https://urn.nsk.hr/urn:nbn:hr:123:267307

Štefković, Valentina. "Nosivost grupe CFA pilota za potrebe temeljenja objekta Kauflanda u Zagrebu : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2020. https://urn.nsk.hr/urn:nbn:hr:123:267307

Štefković, V. (2020). 'Nosivost grupe CFA pilota za potrebe temeljenja objekta Kauflanda u Zagrebu : završni rad', Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 09 May 2024, https://urn.nsk.hr/urn:nbn:hr:123:267307

Štefković V. Nosivost grupe CFA pilota za potrebe temeljenja objekta Kauflanda u Zagrebu : završni rad [Undergraduate thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2020 [cited 2024 May 09] Available at: https://urn.nsk.hr/urn:nbn:hr:123:267307

V. Štefković, "Nosivost grupe CFA pilota za potrebe temeljenja objekta Kauflanda u Zagrebu : završni rad", Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2020. Available at: https://urn.nsk.hr/urn:nbn:hr:123:267307

Metadata
TitleNosivost grupe CFA pilota za potrebe temeljenja objekta Kauflanda u Zagrebu : završni rad
Title (english)Load-Bearing Capacity of a Group of CFA Piles for the Foundation of the Kaufland Building in Zagreb : Undergraduate Thesis
AuthorValentina Štefković
MentorPredrag Miščević (mentor)
MentorNataša Štambuk Cvitanović (komentor)
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Geotechnical Engineering)
Split
Defense date and country2020-09-21, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Za potrebe temeljenja objekta Kauflanda u Zagrebu prikazana je nosivost grupe od 4 CFA pilota. Iz geotehničkog elaborata izvedeni su podaci o penetracijskom ispitivanju (SPT) po dubini i po sondažnim bušotinama. Za geotehnički profil A-A' napravljena je obrada SPT podataka za svaki karakteristični sloj i iz tog profila dobivena je srednja vrijednost broja udaraca za pojedini sloj. Određena je nedrenirana čvrstoća (Cu) za sve slojeve tla na lokaciji i njena promjena po dubini. S tim podacima izračunata je proračunska nosivost pilota u vertikalnom smjeru (na bazi pilota i trenjem po plaštu pilota) prema proračunskom pristupu 2. Određena je reducirana nosivost zbog djelovanja u grupi i izračunato je očekivano slijeganje.
Abstract (english)
The paper presents the load-bearing capacity of a group of 4 CFA piles for the purpose of the foundations of the Kaufland building in Zagreb. The geotechnical survey provided the data on the penetration testing (SPT) according to the depth and the probe wells. SPT data was processed for each characteristic layer of the geotechnical profile A-A', and the mean number of strokes for each layer was obtained from that profile. Undrained strength (Cu) was determined for all layers of soil on the site, including its change in depth. These data were used for the calculation of the design load of the pile in the vertical direction (based on a pile and friction per pile mantle) according to the calculation approach 2. A reduced load-bearing capacity was determined due to the acting forces within the group, and the expected subsidence was calculated.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:267307
Study programmeTitle: Civil Engineering
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsOpen access
Terms of useLicence In copyright icon
Public notePredmet: Mehanika tla i temeljenje
Created on2020-12-14 20:04:27