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undergraduate thesis
"Geotehnički projekt - Dimenzioniranje temelja samca ispod stupa trgovačkog centra LIDL u Metkoviću"
završni rad
2021. urn:nbn:hr:123:599163
Senjak, Mihaela
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Geotechnical Engineering

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Senjak, M. (2021). "Geotehnički projekt - Dimenzioniranje temelja samca ispod stupa trgovačkog centra LIDL u Metkoviću" : završni rad (Undergraduate thesis). Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy. Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:599163

Senjak, Mihaela. ""Geotehnički projekt - Dimenzioniranje temelja samca ispod stupa trgovačkog centra LIDL u Metkoviću" : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2021. https://urn.nsk.hr/urn:nbn:hr:123:599163

Senjak, Mihaela. ""Geotehnički projekt - Dimenzioniranje temelja samca ispod stupa trgovačkog centra LIDL u Metkoviću" : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2021. https://urn.nsk.hr/urn:nbn:hr:123:599163

Senjak, M. (2021). '"Geotehnički projekt - Dimenzioniranje temelja samca ispod stupa trgovačkog centra LIDL u Metkoviću" : završni rad', Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 20 December 2024, https://urn.nsk.hr/urn:nbn:hr:123:599163

Senjak M. "Geotehnički projekt - Dimenzioniranje temelja samca ispod stupa trgovačkog centra LIDL u Metkoviću" : završni rad [Undergraduate thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2021 [cited 2024 December 20] Available at: https://urn.nsk.hr/urn:nbn:hr:123:599163

M. Senjak, ""Geotehnički projekt - Dimenzioniranje temelja samca ispod stupa trgovačkog centra LIDL u Metkoviću" : završni rad", Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2021. Available at: https://urn.nsk.hr/urn:nbn:hr:123:599163

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Metadata
Title"Geotehnički projekt - Dimenzioniranje temelja samca ispod stupa trgovačkog centra LIDL u Metkoviću" : završni rad
Title (english)„Geotechnical Project - Dimensioning of the Single Foundation under the Pillar of the LIDL Shopping Center in Metković“ : Undergraduate Thesis
AuthorMihaela Senjak
MentorPredrag Miščević (mentor)
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Geotechnical Engineering)
Split
Defense date and country2021-09-23, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
U Metkoviću je predviđena rekonstrukcija i dogradnja trgovačke građevine „LIDL“ F120 i izgradnja crpne stanice. Za potrebe temeljenja spomenute građevine izvedeni su geotehnički istražni radovi kroz terenske radove i laboratorijska ispitivanja. Uvjeti temeljnog tla na lokaciji dogradnje i rekonstrukcije predviđenog objekta dani su geotehničkim elaboratom. Prikazan je proračun dimenzioniranja temelja samca ispod stupa objekta koje je izvršeno na način da dimenzije temelja zadovoljavaju nosivost tla ispod temelja dobivenu izrazom prema Brinch Hansenu. Analiza slijeganja dobivena je pomoću zadanog modula stišljivosti (za sloj gline), te pomoću rezultata Standardnog Penetracijskog Pokusa (za sloj pijeska). Dobiveni rezultati za granično stanje uporabljivosti (slijeganje) nisu bili unutar dopuštenih granica prema Eurokodu 7 ( HRN EN 1997-1). Time je bilo potrebno predopteretiti površinu temelja, nakon čijeg uklanjanja izvesti zamjenski sloj kamenog materijala i na njemu betonirati temelj.
Abstract (english)
In Metković, the reconstruction and extension of the trade building "LIDL" F120 and the construction of the pumping station are planned. For the needs of the foundation of the mentioned building, geotechnical research works were performed through field works and laboratory tests. The conditions of the foundation soil at the location of the extension and reconstruction of the planned facility are given in the geotechnical study. The calculation of the sizing of the single foundation under the column of the building is presented, which is performed in such a way that the dimensions of the foundation satisfy the bearing capacity of the soil under the foundation obtained by the expression according to Brinch Hansen. Sedimentation analysis was obtained using the default compressibility modulus (for the clay layer), and using the results of the Standard Penetration Test (for the sand layer). The obtained results for the limit state of usability (settlement) were not within the permitted limits according to Eurocode 7 (HRN EN 1997-1). Thus, it was necessary to preload the surface of the foundation, after the removal of which to perform a replacement layer of stone material and to concrete the foundation on it.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:599163
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 on2021-12-14 10:38:50