prikaz prve stranice dokumenta Proračun tlačnog opterećenja na temelje nizinske brane
Access restricted to students and staff of home institution
master's thesis
Proračun tlačnog opterećenja na temelje nizinske brane
diplomski rad
Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2023. urn:nbn:hr:123:567684
Galić, Mila
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Hydromechanics and Hydraulics

Institutional repository: FCEAG Repository

Cite this document

Galić, M. (2023). Proračun tlačnog opterećenja na temelje nizinske brane : diplomski rad (Master's thesis). Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy. Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:567684

Galić, Mila. "Proračun tlačnog opterećenja na temelje nizinske brane : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2023. https://urn.nsk.hr/urn:nbn:hr:123:567684

Galić, Mila. "Proračun tlačnog opterećenja na temelje nizinske brane : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2023. https://urn.nsk.hr/urn:nbn:hr:123:567684

Galić, M. (2023). 'Proračun tlačnog opterećenja na temelje nizinske brane : diplomski rad', Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 28 November 2024, https://urn.nsk.hr/urn:nbn:hr:123:567684

Galić M. Proračun tlačnog opterećenja na temelje nizinske brane : diplomski rad [Master's thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2023 [cited 2024 November 28] Available at: https://urn.nsk.hr/urn:nbn:hr:123:567684

M. Galić, "Proračun tlačnog opterećenja na temelje nizinske brane : diplomski rad", Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2023. Available at: https://urn.nsk.hr/urn:nbn:hr:123:567684

Metadata
TitleProračun tlačnog opterećenja na temelje nizinske brane : diplomski rad
Title (english)Calculation of the Compressive Load on the Foundations of a Lowland Dam : Master's Thesis
AuthorMila Galić
MentorDavor Bojanić (mentor)
Committee memberDavor Bojanić (predsjednik povjerenstva)
Committee memberVesna Denić-Jukić (član povjerenstva)
Committee memberMarina Sunara (član povjerenstva)
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Hydromechanics and Hydraulics)
Split
Defense date and country2023-09-15, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Hydrotechnology
Abstract
U ovom diplomskom radu napravljen je matematički model procjeđivanja vode kroz propusni materijal terena za 3 varijante rješenja problema uzgona na nizinsku branu. Za svaku varijantu izračunato je tlačno opterećenje na temelje brane, te posebno uzgonsko opterećenje na branu. Prva varijanta je brana bez uzvodnog tepiha. Druga varijanta je zadana brana s 20 m uzvodnog tepiha, a treća varijanta je ugradnja uzvodnog tepiha od 40 m dužine. Proračun potencijala proveden je metodom konačnih elemenata za zadane rubne uvjete, a primijenjeni su trokutni konačni elementi. Usvojeno je homogeno i izotropno tlo. Model je izrađen u programskom jeziku FORTRAN95. Također u programu Excel izračunata je veličina uzgona po dužnom metru za sve tri varijante brane kao jedna od najvažnijih kontrola stabilnosti istih.
Abstract (english)
In this thesis, a mathematical model of water percolation through the permeable material of the terrain was created for 3 variants of solutions to the buoyancy problem on the lowland dam. For each variant, the pressure load on the foundations of the dam, and especially the buoyancy load on the dam, was calculated. The first variant is a dam without an upstream carpet. The second variant is a default dam with a 20 m upstream carpet, and the third variant is the installation of a 40 m long upstream carpet. The potential calculation was carried out using the finite element method for given boundary conditions, and triangular finite elements were applied. It was adopted homogeneously and isotropic soil. The model was created in the FORTRAN95 programming language. Also, in the Excel program, the amount of buoyancy per longitudinal meter was calculated for all three variants of the dam as one of the most important stability controls.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:567684
Study programmeTitle: Civil Engineering
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra 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: Hidraulika
Created on2023-10-30 10:41:40