Factors Affecting Earthwork Volume in Forest Road Construction on Steep Terrain
Author:
Papa Ivica1ORCID, Picchio Rodolfo2ORCID, Lovrinčević Mihael1, Janeš David1, Pentek Tibor1, Validžić Dino3, Venanzi Rachele2, Đuka Andreja1ORCID
Affiliation:
1. Department of Forest Engineering, Faculty of Forestry and Wood Technology, University of Zagreb, Svetošimunska Cesta 23, 10 000 Zagreb, Croatia 2. Department of Agriculture and Forest Sciences (DAFNE), Tuscia University, Via S. Camillo de Lellis, 01100 Viterbo, Italy 3. Vukovarska Ulica 68, 33 410 Suhopolje, Croatia
Abstract
Forest 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.
Funder
Croatian Science Foundation
Subject
Nature and Landscape Conservation,Ecology,Global and Planetary Change
Reference48 articles.
1. Forest road network and transportation engineering–state and perspectives;Heinimann;Croat. J. For. Eng.,2017 2. Picchio, R., Pignatti, G., Marchi, E., Latterini, F., Benanchi, M., Foderi, C., Venanzi, R., and Verani, S. (2018). The application of two approaches using GIS technology implementation in forest road network planning in an Italian mountain setting. Forests, 9. 3. Evaluating the effects of improving forest road standards on economic value of forest products;Akay;Croat. J. For. Eng.,2021 4. Uspostava optimalne mreže šumskih cesta na terenu—smjernice unapređenja pojedine faze rada;Pentek;Glas. Za Šumske Pokuse,2006 5. Pentek, T., Pičman, D., and Nevečerel, H. (2004, January 16–17). Environmental-ecological component of forest road planning and designing. Proceedings of the International Scientific Conference: Forest Constructions and Ameliorations in Relation to the Natural Environment, Zvolen, Slovakia.
Cited by
2 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
|
|