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undergraduate thesis
Laboratorijsko ispitivanje horizontalno opterećenih pilota u pijesku
Rijeka: University of Rijeka, Faculty of Civil Engineering, 2023. urn:nbn:hr:157:319664
Maretić, Martina Tina
University of Rijeka
Faculty of Civil Engineering
Department of Hydraulic Engineering and Geotechnical Engineering
Chair of Geotechnical Engineering

Institutional repository: Repository of the University of Rijeka, Faculty of Civil Engineering

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Maretić, M. T. (2023). Laboratorijsko ispitivanje horizontalno opterećenih pilota u pijesku (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:319664

Maretić, Martina Tina. "Laboratorijsko ispitivanje horizontalno opterećenih pilota u pijesku." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2023. https://urn.nsk.hr/urn:nbn:hr:157:319664

Maretić, Martina Tina. "Laboratorijsko ispitivanje horizontalno opterećenih pilota u pijesku." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2023. https://urn.nsk.hr/urn:nbn:hr:157:319664

Maretić, M. T. (2023). 'Laboratorijsko ispitivanje horizontalno opterećenih pilota u pijesku', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 24 November 2024, https://urn.nsk.hr/urn:nbn:hr:157:319664

Maretić MT. Laboratorijsko ispitivanje horizontalno opterećenih pilota u pijesku [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2023 [cited 2024 November 24] Available at: https://urn.nsk.hr/urn:nbn:hr:157:319664

M. T. Maretić, "Laboratorijsko ispitivanje horizontalno opterećenih pilota u pijesku", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2023. Available at: https://urn.nsk.hr/urn:nbn:hr:157:319664

Metadata
TitleLaboratorijsko ispitivanje horizontalno opterećenih pilota u pijesku
Title (english)Laboratory Testing of Laterally Loaded Pile in Sand
AuthorMartina Tina Maretić
MentorVedran Jagodnik (mentor)
Committee memberVedran Jagodnik (predsjednik povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
(Department of Hydraulic Engineering and Geotechnical Engineering)
(Chair of Geotechnical Engineering)
Rijeka
Defense date and country2023-09-27, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Piloti su vrsta dubinskog temeljenja koji se koriste za prenošenje sila u dublje slojeve tla. Zbog rastućeg interesa, sve više se istražuju poprečna opterećenja na pilot te kako se pilot ponaša pri takvom opterećenju. Cilj ovog rada je laboratorijsko istraživanje ovisnosti nosivosti horizontalno opterećenog pilota o fleksibilnosti pilota i zbijenosti pijeska te uspješnosti metode korelacije digitalne slike u promatranju istih. Ispitivanjima biti će podvrgnuto pet pilota istog promjera i različitih duljina u zbijenom i rahlom Dravskom pijesku. Biti će im izračunata teorijska granična nosivost uz pretpostavljene parametre tla. U laboratoriju će piloti biti opterećivani do teorijske granične nosivosti uz konstantni prirast sile, a cijeli će pokus biti zabilježen kamerom. Video zapisi će kasnije biti analizirani u računalnom programu GOM+Correlate. Također, provedena je provjera modula posmika tla bender elementima radi preciznijeg uvida u karakteristike tla.
Abstract (english)
Piles are a type of deep foundation and are used to transfer force into deeper layers of soil. Because of growing demand, there has been more research about lateral loads on piles and about laterally loaded piles behaviour. The objective of this study is experimental research of dependence of laterally loaded pile capacity on pile flexibility and sand density and also the usefulness of digital image correlation in this type of research. Five piles of same diametar and different length will be examined in dense and loose Drava river sand. Their theoretical limit bearing capacity will be calculated with assumed soil parameters. In the laboratory, the piles will be loaded up to the theoretical limit load with a constant increase in force and the entire experiment will be recorded on camera. The video recordings will later be analysed in the computer program GOM+Correlate. Also, the shear modulus of the soil is tested with bender elements for a more precise insight into the soil characteristics.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:319664
Study programmeTitle: University undergraduate study of Civil Engineering
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni prvostupnik (baccalaureus) inženjer građevinarstva/sveučilišna prvostupnica (baccalaurea) inženjerka građevinarstva (sveučilišni prvostupnik (baccalaureus) inženjer građevinarstva/sveučilišna prvostupnica (baccalaurea) inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsOpen access
Terms of useLicence Attribution 4.0 International (CC BY 4.0) icon
Created on2024-01-15 12:26:16