prikaz prve stranice dokumenta Montažna hala u Otočcu - sanacija temeljne konstrukcije
Access restricted to students and staff of home institution
undergraduate thesis
Montažna hala u Otočcu - sanacija temeljne konstrukcije
završni rad
Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2016. urn:nbn:hr:123:161383
Budimir, Ana Ružica
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Geotechnical Engineering

Institutional repository: FCEAG Repository

Cite this document

Budimir, A. R. (2016). Montažna hala u Otočcu - sanacija temeljne konstrukcije : završni rad (Undergraduate thesis). Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy. Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:161383

Budimir, Ana Ružica. "Montažna hala u Otočcu - sanacija temeljne konstrukcije : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2016. https://urn.nsk.hr/urn:nbn:hr:123:161383

Budimir, Ana Ružica. "Montažna hala u Otočcu - sanacija temeljne konstrukcije : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2016. https://urn.nsk.hr/urn:nbn:hr:123:161383

Budimir, A. R. (2016). 'Montažna hala u Otočcu - sanacija temeljne konstrukcije : završni rad', Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 28 November 2024, https://urn.nsk.hr/urn:nbn:hr:123:161383

Budimir AR. Montažna hala u Otočcu - sanacija temeljne konstrukcije : završni rad [Undergraduate thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2016 [cited 2024 November 28] Available at: https://urn.nsk.hr/urn:nbn:hr:123:161383

A. R. Budimir, "Montažna hala u Otočcu - sanacija temeljne konstrukcije : završni rad", Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2016. Available at: https://urn.nsk.hr/urn:nbn:hr:123:161383

Metadata
TitleMontažna hala u Otočcu - sanacija temeljne konstrukcije : završni rad
Title (english)Mounting Hall in Otočac - Remediation of Basic Constructions : Undergraduate Thesis
AuthorAna Ružica Budimir
MentorNataša Štambuk Cvitanović (mentor)
MBZ: 196825
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Geotechnical Engineering)
Split
Defense date and country2016-09-15, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Nakon izvedbe montažne hale i početka rada trgovačkog centra Plodine došlo je do pojave pukotina konstrukcijskih elemenata. Uslijed prevelikih deformacija došlo je do pucanja međukatne armiranobetonske ploče. Oštećenja u vidu pojave pukotina i odlamanja komada zaštitnog sloja betona vrha stupova su prouzrokovana diferencijalnim slijeganjima temelja građevine. Prikazana je analiza slijeganja montažne hale u Otočcu koristeći program SETTLE 3D. Uvjeti temeljnog tla na lokaciji planirane hale prikazani su geotehničkim elaboratom. Analiza slijeganja izvršena je u četiri karakteristična presjeka, te je utvrđeno da sa zamjenskim slojem 2 m i 3 m te pripadajućim varijacijama poboljšanja podtemeljnog tla nije moguće zadržati diferencijalna slijeganja u dopuštenim granicama prema Eurokodu 7 (HRN EN 1997-izvršiti sanaciju temelja građevine drugim metodama (mikropiloti, mlazno injektirani stupnjaci i sl.).
Abstract (english)
After the building of prefabricated hall and the start work of the shopping center Plodine, there were cracks on structural elements. Due to excessive deformations there was cracking of interfloor reinforced-concrete slab. The damaged like cracks and breaking off pieces of concrete cover on the top of the pillars were caused because of differential settlements of the foundations of building. Analysis of settlements was made for the hall using a computer program SETTLE3D. Foundation soil conditions at the location of hall are definied with the ground investigation report. Analysis of settlements was made for the four caracteristic section and it is found that with the replacement layer of 2 m and 3 m and the associated variations of foundation soil, differential settlement can't be retained in the allowable limit according to Eurocode 7-Therefore, it is necessary to improve the building foundations using other methods (micropiles, jet grounting and similar).
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:161383
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 conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Public notePredmet: Mehanika tla i temeljenje
Created on2016-11-15 10:12:20