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Title:
GEOMEHANSKE ANALIZE ZA VIKEND HIŠO
Authors:
ID
Milič, Lovro
(Author)
ID
Macuh, Borut
(Mentor)
More about this mentor...
Files:
UNI_Milic_Lovro_2014.pdf
(2,12 MB)
MD5: 1B78DBBC64971830C6872BA695283051
Language:
Slovenian
Work type:
Diploma project paper
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
Projektna naloga preiskuje vzroke nastanka razpok na počitniški hišici. Opisana je konstrukcijska zasnova vikenda in teoretična razlaga geotehničnih objektov, ki se nanašajo na stavbo. Opravljena je bila geomehanska analiza relevantnih mejnih stanj nosilnosti ter uporabnosti. V pomoč nam je bil konstrukcijski standard, Brinch-Hansenova teorija nosilnosti temeljnih tal in program SLIDE podjetja ROCSCIENCE. Naloga vsebuje vse potrebne izračune za nadaljnjo sanacijo, katere predlog je tudi podan v sklepu.
Keywords:
geomehanska analiza
,
konstrukcijski standard
,
mejno stanje nosilnosti
,
mejno stanje uporabnosti
,
globalna stabilnost
Place of publishing:
Maribor
Publisher:
[L. Milič]
Year of publishing:
2014
PID:
20.500.12556/DKUM-45964
UDC:
624(043.2)
COBISS.SI-ID:
21246998
NUK URN:
URN:SI:UM:DK:JUQ81RDR
Publication date in DKUM:
10.09.2014
Views:
1741
Downloads:
369
Metadata:
Categories:
KTFMB - FG
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:
MILIČ, Lovro, 2014,
GEOMEHANSKE ANALIZE ZA VIKEND HIŠO
[online]. Bachelor’s thesis. Maribor : L. Milič. [Accessed 25 April 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=45964
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Secondary language
Language:
English
Title:
Geomechanical analyses for vacation house
Abstract:
Project task investigates causes of cracks on a vacation house. Construction basis and theoretical explanation of geotechnical objects relying on vacation house are described. Geomechanical analysis of relavant ultimate and serviceability limite states. Structural standard, Brinch-Hansen theory of bearing capacity and SLIDE software from ROCSCIENCE were used for accomplishing our goal. Project contains all calculations for further reconstruction of cracked foundations. A suggestion for solution of occurred settlements was made at the end.
Keywords:
geomechanical analyses
,
structural standard
,
ultimate limit state
,
serviciabilty limit state
,
global stability
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