Please use this identifier to cite or link to this item: http://hdl.handle.net/2067/49445
DC FieldValueLanguage
dc.contributor.authorPapa, Ivicait
dc.contributor.authorPicchio, Rodolfoit
dc.contributor.authorLovrinčević, Mihaelit
dc.contributor.authorJaneš, Davidit
dc.contributor.authorPentek, Tiborit
dc.contributor.authorValidžić, Dinoit
dc.contributor.authorVenanzi, Racheleit
dc.contributor.authorĐuka, Andrejait
dc.date.accessioned2023-03-31T08:03:17Z-
dc.date.available2023-03-31T08:03:17Z-
dc.date.issued2023it
dc.identifier.issn2073445Xit
dc.identifier.urihttp://hdl.handle.net/2067/49445-
dc.description.abstractForest roads, as a prerequisite for high-quality forest management, should be optimally distributed in order to avoid negative environmental impacts and to best fulfill their task. In the design phase of forest roads, it is necessary to know which factors influence most the volume of earthworks to enable the designer to best adapt to the terrain requirements. In this paper the impact of an average cross terrain slope and carriageway value of a forest road on cut and fill volume is analyzed. The research was carried out in the area of the management unit Trovrh–Kik, characterized by irregular terrain with slopes ranging between 27 and 58%, and on some micro locations even up to 84%. On eight forest roads, based on standard cross-section profiles, the influence of the average cross terrain slope and carriageway value (difference between ground level and grade level) of the forest road on the cut and fill volume per 1 m of the forest road route was analyzed. The obtained coefficients of determination indicate a strong correlation between the cut volume and carriageway value (R2 = 0.6841), and a moderate correlation between the fill volume and carriageway value (R2 = 0.5619). Unlike the influence of carriageway value on the cut and fill volume, the correlation between the cross terrain slope and fill volume is weak (R2 = 0.2076) or moderate in the case of the cut volume (R2 = 0.3167). On the basis of the analyzed standard cross-section profiles, it was determined that the carriageway value was 0.051 m, where the difference between the cut and fill volume was minimum and the average actual carriageway value was determined to be −0.09 m. It can be concluded that, on terrains with large and varying slopes, there is no unique model or terrain factor that could describe the earthworks required in the construction of a forest road. However, it is beyond doubt that the increase in the carriageway value and cross terrain slope caused the increase in the aforementioned volumes.it
dc.format.mediumELETTRONICOit
dc.language.isoengit
dc.rightsAttribution-NoDerivatives 4.0 International*
dc.rights.urihttp://creativecommons.org/licenses/by-nd/4.0/*
dc.titleFactors Affecting Earthwork Volume in Forest Road Construction on Steep Terrainit
dc.typearticle*
dc.identifier.doi10.3390/land12020400it
dc.identifier.scopus2-s2.0-85149223787it
dc.identifier.isi000940304900001it
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85149223787it
dc.relation.journalLANDit
dc.relation.article400it
dc.relation.volume12it
dc.relation.issue2it
dc.subject.scientificsectorAGR/06it
dc.subject.keywordscarriageway value; construction; cross terrain slope; cut volume; fill volume; forest road; steep terrainit
dc.subject.ercsectorLS_9_6it
dc.description.numberofauthors8it
dc.description.internationalit
dc.contributor.countryITAit
dc.contributor.countryHRVit
dc.type.refereeREF_1it
dc.type.miur262*
item.fulltextWith Fulltext-
item.openairetypearticle-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.languageiso639-1en-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
crisitem.journal.journalissn2073-445X-
crisitem.journal.anceE234493-
Appears in Collections:A1. Articolo in rivista
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