| | SLO | ENG | Cookies and privacy

Bigger font | Smaller font

Show document Help

Title:Triosne preiskave trdnosti na vzorcih zelenega betona : diplomsko delo
Authors:ID Visinski, Aljaž (Author)
ID Lubej, Samo (Mentor) More about this mentor... New window
ID Kravanja, Gregor (Comentor)
Files:.pdf UN_Visinski_Aljaz_2022.pdf (4,55 MB)
MD5: BDB2144121A7E3BFDCE8AD5B1AECC6E3
 
Language:Slovenian
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Zaradi globalne razsežnosti gradbeništva kot panoge in s tem povezanimi odlagališči gradbenih odpadkov, je ozaveščenje o čistem okolju najpomembnejše do slej. Veliko gradbenih odpadkov lahko ponovno uporabimo v najbolj razširjenem gradbenem materialu – betonu. Ena največjih odlagališč so odlagališča elektrofiltrskega pepela. Po dosedanjih raziskavah je znano, da z dodajanjem EFP betonu zmanjšujemo njegovo tlačno trdnost, ki je njegova najpomembnejša karakteristika. Cilj diplomskega dela je bilo ugotoviti, ali lahko nadomestimo komponente betona z odpadnimi materiali, s tem zmanjšamo onesnaževanje okolja, pridobljen zelen beton pa uporabimo v konstrukcijske ali nekonstrukcijske namene. V raziskavi smo naredili vzorce zelenega betona in jih triosno obremenili. Triosno preiskavo smo opravili v območju linearnega napetostnega stanja. Ugotovili smo, da lahko iz odpadnih materialov dobimo beton trdnosti C25/30. Ta je primeren za nekonstrukcijske elemente, z nekaterimi omejitvami pa tudi za konstrukcijske elemente.
Keywords:triosne preiskave, trdnost, beton, deformacije pomikov
Place of publishing:Maribor
Place of performance:Maribor
Publisher:[A. Visinski]
Year of publishing:2022
Number of pages:1 spletni vir (1 datoteka PDF (IX, 42 f.))
PID:20.500.12556/DKUM-83441 New window
UDC:666.972.017:628.477.7(043.2)
COBISS.SI-ID:138881539 New window
Publication date in DKUM:09.12.2022
Views:1015
Downloads:114
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
Copy citation
  
Average score:(0 votes)
Your score:Voting is allowed only for logged in users.
Share:Bookmark and Share



Hover the mouse pointer over a document title to show the abstract or click on the title to get all document metadata.

Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:27.11.2022

Secondary language

Language:English
Title:Triaxal strength tests on green concrete samples
Abstract:Due to the global dimension of construction as an industry and the associated landfills of construction waste, awareness about a clean environment is the most important thing yet. A lot of construction waste can be reused in the most widespread construction material - concrete. One of the largest landfills is the landfill of fly ash. According to research so far, it is known that adding fly ash to concrete reduces its compressive strength, which is its most important characteristic. The aim of the thesis was to find out whether we can replace concrete components with waste materials, thereby reducing environmental pollution, and using the obtained green concrete for structural or non-structural purposes. In the research, we made samples of green concrete and triaxially loaded them. The triaxial investigation was performed in the range of the linear stress state. We found that concrete with a strength of C25/30 can be obtained from waste materials. This is suitable for non-structural elements and, with some limitations, also for structural elements.
Keywords:triaxial examination, strength, concrete, displacement deformations


Comments

Leave comment

You must log in to leave a comment.

Comments (0)
0 - 0 / 0
 
There are no comments!

Back
Logos of partners University of Maribor University of Ljubljana University of Primorska University of Nova Gorica