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\u27s 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