Please use this identifier to cite or link to this item:https://hdl.handle.net/20.500.12259/61548
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dc.contributor.authorŠadzevičius, Raimondas-
dc.contributor.authorRadzevičius, Algirdas-
dc.contributor.authorGjunsburgs, B-
dc.coverage.spatialGB-
dc.date.accessioned2019-03-25T14:37:37Z-
dc.date.available2019-03-25T14:37:37Z-
dc.date.issued2019-
dc.identifier.issn17551315-
dc.identifier.otherVDU02-000023852-
dc.identifier.urihttp://iopscience.iop.org/article/10.1088/1755-1315/222/1/012026/pdf-
dc.descriptionArticle 12026-
dc.description.abstractMain causes of slope failures in soils are: geological activities (earthquakes), hydrological influence (rise of the groundwater table), topographical features, weathering processes (a rainy season, snowmelt), human activities (vibrations from explosions, machinery, road and air traffic, loading the slope crest, etc.) and vegetation and climatic conditions. As a result, the shear strength of the soil decreases and factor of safety of the slope reduces to a low value that may trigger failures. The slope of the Aleksotas Hill was sliding in 2015. To protect the slope from future landslides, the reconstruction work began in 2018. Geotechnical modelling software SLOPE/W was used for determination of the factor of safety. Model with three modifications (variants) was created by SLOPE/W software for the slope behaviour modelling. The Aleksotas Hill slope stability calculations of original (natural) slope and excavated slope with constructing subsurface drainage was performed in order to evaluate the solutions proposed in the reconstruction projecten
dc.description.sponsorshipProj. "Trikotaž. geot. įdėklo naudojimas-
dc.description.sponsorshipVandens ūkio ir žemėtvarkos fakultetas-
dc.description.sponsorshipVytauto Didžiojo universitetas-
dc.description.sponsorshipŽemės ūkio akademija-
dc.format.extentp. [1-7]-
dc.language.isoen-
dc.relation.ispartofIOP Conference Series: Earth and Environmental Science : 2017 international Conference on New Energy and Future Energy System (NEFES 2017), 22–25 September 2017, Kunming, China. Bristol : Institute of Physics Publishing, 2019, vol. 222, N 1-
dc.relation.isreferencedbyScopus-
dc.subject.otherAplinkos inžinerija / Environmental engineering (T004)-
dc.titleModelling the Stability of the Aleksotas Hill Slope in Kaunasen
dc.typeStraipsnis kitose duomenų bazėse / Article in other databases (S4)-
dc.identifier.doihttps://doi.org/10.1088/1755-1315/222/1/012026-
dcterms.bibliographicCitation6-
dc.date.updated2020-04-02T09:53Z-
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local.typeS-
item.grantfulltextopen-
item.fulltextWith Fulltext-
crisitem.author.deptVandens ūkio ir žemėtvarkos fakultetas-
crisitem.author.deptVandens ūkio ir žemėtvarkos fakultetas-
crisitem.author.deptFizikos katedra-
Appears in Collections:Universiteto mokslo publikacijos / University Research Publications
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