20.500.12556/DKUM-73750 Sanacija temelja objekta Reconstruction of the shallow fundation Magistrsko delo obravnava celotni proces sanacije temeljev stanovanjskega objekta. Predstavljeno je obstoječe stanje, kjer zemeljski plaz ogroža stanovanjsko stavbo. Reševanje problema smo začeli z ugotavljanjem geološko-geotehničnih podatkov, ki smo jih pridobili z delom na terenu in v laboratoriju. Na osnovi ugotovljenih merodajnih fizikalno-mehanskih lastnosti zemljin smo izvedli projektiranje sanacijskih ukrepov. Najprej smo s pomočjo inženirskih izkušenj in prakse zasnovali vrsto in geometrijske karakteristike sanacijskih ukrepov. Odločili smo se za šest armiranobetonskih vodnjakov premera 120 cm dolžine 4 m, ki so med seboj povezani z armiranobetonsko vezno gredo širine 60 cm in višine 80 cm. Z uporabo računalniškega programa Geo5 FEM smo izvedli statično analizo predlagane konstrukcije na splazelem pobočju. Z geostatično analizo smo določili merodajne notranje statične količine v konstrukciji, na podlagi katerih smo dimenzionirali potrebno armaturo prerezov armiranobetonskih elementov konstrukcije. Izračun potrebne armature v konstrukciji smo izvedli s pomočjo računalniškega programa GaLa Reinforcement. V nadaljevanju magistrskega dela smo opisali izvedbo sanacijskih ukrepov na terenu ter prikazali potek izvedbe s številnimi fotografijami. This master's degree deals with the whole residential building reconstruction process. An existing condition in which a landslide is endangering an apartment building is introduced. The solving of the issue began by determining geological-geotechnical data that was gathered with field- and laboratory-work. On the basis of decisive physical-mechanical qualities of the earths the design for reconstruction measures was executed. First, the kinds and geometrical characteristics of the reconstruction measures were planned by the means of engineering experience and practice. Six reinforced concrete wells with 120 cm diameter and 4 m length that are connected with a reinforced concrete tie beam, which is 60 cm wide and 80 cm high, were chosen. Using the computer program Geo5 FEM a statistic analysis of the suggested construction on the landslide affected slope was conducted. Using geostatic analysis, decisive inner static qualities in the construction have been determined that were used to dimension the required armature of the sections of reinforced concrete elements. The calculation was done using the computer programme GaLa Reinforcement.In the continuation, the execution of the reconstruction measures in the field is described and the process of the execution is shown with numerous photographs. gradbeništvo stanovanjski objekt sanacija temeljev geostatična analiza Geo5 FEM civil engineering residential building foundation repair geostatic analysis Geo5 FEM true true false [A. Leskovšek] Slovenski jezik Angleški jezik Magistrsko delo/naloga 2019-06-10 15:03:40 2019-07-04 12:20:28 2022-08-02 06:15:44 2020-04-17 03:19:51 2019 0 Maribor 0 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 69.059.25:624.151(043.2) 22468886 URN:SI:UM:DK:MHIDR5XS MAG_Leskovsek_Andrej_2019.pdf MAG_Leskovsek_Andrej_2019.pdf 1 80C41D69BFC9C4AAF1C62233FDEFF686 8848535ad20928216c7b5cffdc9fcd396963c2500fbb0f53588edaa1ec2ff0c0 c5d74c45-7c10-11eb-bb7a-00155d0001ca 20.500.12556/dkum/f64adea8-1a28-46c5-a465-51d2a6eb7a3f https://dk.um.si/Dokument.php?lang=slv&id=135032 Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo 0 0 0