- Research article
- Open Access
Environmental impacts of forest road construction on mountainous terrain
© Caliskan; licensee BioMed Central Ltd. 2013
- Received: 18 December 2012
- Accepted: 11 March 2013
- Published: 15 March 2013
Forest roads are the base infrastructure foundation of forestry operations. These roads entail a complex engineering effort because they can cause substantial environmental damage to forests and include a high-cost construction. This study was carried out in four sample sites of Giresun, Trabzon(2) and Artvin Forest Directorate, which is in the Black Sea region of Turkey. The areas have both steep terrain (30-50% gradient) and very steep terrain (51-80% gradient). Bulldozers and hydraulic excavators were determined to be the main machines for forest road construction, causing environmental damage and cross sections in mountainous areas.
As a result of this study, the percent damage to forests was determined as follows: on steep terrain, 21% of trees were damaged by excavators and 33% of trees were damaged by bulldozers during forest road construction, and on very steep terrain, 27% of trees were damaged by excavators and 44% of trees were damaged by bulldozers during forest road construction. It was also determined that on steep terrain, when excavators were used, 12.23% less forest area was destroyed compared with when bulldozers were used and 16.13% less area was destroyed by excavators on very steep terrain. In order to reduce the environmental damage on the forest ecosystem, especially in steep terrains, hydraulic excavators should replace bulldozers in forest road construction activities.
- Environmental impacts
- Forest road construction
- Mountainous terrain
Forest roads are the most costly structures in forestry. Inadequately constructed forest roads can cause severe environmental impacts including road surface erosion and sediment yield [1, 2], pollution of off-site waters [3–5], slope failures and mass movement [6, 7] direct loss of habitat (by the conversion of the original land cover into an artificial surface)  and indirect loss of habitat (by the fragmentation of an ecosystem into smaller and more isolated patches) [9–11]. Therefore, forest road managers should design forest roads by considering not only cost efficiency but also sustainable management of the forest environment [12, 13]. During the construction project of a forest road, the standard design must be carried out on the ground to achieve the desired road with minimal impact on environment . Sometimes the standard design cannot be useful for determining the clearing limit of forest roads .
Large areas of forest are destroyed during road construction which not only results in economic losses, but also changes the conditions of the environment . Forest road construction is a hazardous operation in mountainous terrain and can inflict scars on the landscape and also cause substantial damage to the forest ecosystem.
One of the negative effects of road construction is the loss of forest area. The ecological balance in forests is adversaly affected by rockfall and forest road costruction work [17, 18]. The proliferation of human-made clearings may have important impacts on wildlife populations . The clearance of a forest road cross-section affects both the forest and the road . One of the first steps in forest road construction is the clearing of trees. At this phase, trees and other large vegetation within the construction boundaries are cut down. In addition, hazardous roots and unsafe trees adjacent to the area should also be cut down .
Forest road construction often results in the most environmental impact to adjacent ecosystems because earth movement and other activities can disturb whole watersheds . Heinrich  indicated that excavators have been commonly used in environmentally sensitive areas to reduce impact on forest vegetation, provide adequate drainage systems, protect stream crossings, and improve stabilization of cut and fill slopes.
Forest roads are built through the excavation of soil and rock. Rockfall occurs during construction and is caused by excavated rock pieces on embankment slopes and the blasting of block rock masses. In Turkey, the traditional use of bulldozers causes loss of land and damage to trees and forest habitat.
In this study, forest road construction techniques using hydraulic excavators and bulldozers were investigated based on sample road construction activities conducted on forest lands in Giresun, Trabzon and Artvin in Turkey. The environmental damage, cross sections, and use of hydraulic excavators and bulldozers were evaluated. The results of this research will be useful in regulating forest road construction projects and monitoring the use of bulldozers and hydraulic excavators.
During construction, CAT D7 and D9 bulldozers and CAT 330 and Komutsu PC220 hydraulic excavators were used. Also, in order to break up the rocks, one rear-mounted tooth ripperon a bulldozer was used. The excavators were equipped with hydraulic hammers instead of the metallic buckets.
In the forest roads constructed, averaging 1,500 meters in total, 30 test fields each with a width of 10 meters were chosen every 50 meters. The place of the test fields in which samples would be taken by systematic sampling was determined. Two cross-sections were taken at the beginning and at the end of each test field and 60 measurements were completed. It was found that most of the damage to the trees below the roads was caused by machines in the first ten meters. For each study area, the shapes of the damage under constructed roads were investigated. The types of damage such as bending of trees, crushing of trees and damage to roots were observed. Distribution by damage type related to construction tecniques and the effects of positional values of damaged trees were investiged by means of the data collected.
The average and standard error values obtained from cross-sections were calculated. Necessary graphics were drawn using the SPSS statistical package program. The number of damaged trees (Dt) was considered a dependent variable and gradient of the fill slope (Fs), cut area (Ca), slope of the terrain(Ts), length of the fill slope (Fl), effect distance length (P), width of the roadway (Rw), number of the trees (Tn), type of the machine (Mt) such as excavator=1, bulldozer=2, and the road gradient (Gr) were considered independent variables and correlation analysis was carried out. Then, in order to find the most effective independent variables on the number of the damaged trees, regression analysis was made with the help of the SPPS package program.
The values of decision variables measured on the cross sections
Cut-slope height (m)
Cut-slope width (m)
Ditch width (m)
Road width (m)
Fill-slope width (m)
Fill-slope lenght (m)
Gradient of the terrain (%)
Effect distance (m)
Width of the construction area (m)
Cut area (m 2)
From Table 1, it can be seen that when the bulldozers were used for road construction in both slope groups, the values measured at the road cross-sections such as the height of the cut slope, width of the cut slope, length of the fill slope, width of the fill slope, the length of the area affected by road construction, width of the construction area and cut area increased.
It was observed that the width of the construction area was smaller when excavators were used. For that reason, less forest area was destroyed and fewer trees were cut of in order to clear the way for the road.
In this study, the average construction zone width in ExcavatorI, BulldozerI, Bulldozer II, and Excavator II were found to be 10.06 meters, 10.91 meters, 11.62 meters and 13.32 meters, respectively. A study conducted in the Antalya region  reported that road construction on a terrain with 36 - 50% ground slope resulted in 9.40 and 12.18 meter wide road construction zones using excavators and bulldozers, respectively. This suggested that the impacted forested area using bulldozers was approximately 29.58% greater than that of using excavators. Öztürk and İnan  also revealed in the Aykiricay region that the average construction zone width was 6.22 meters, and therefore the sample road section impacted approximately 1.00 ha of the forested area (6.22 x 1,650 meters road length) during road construction. In the Seyitgazi region, average zone width was 7.47 meters and the sample road section impacted 2.24 ha of the forested area (7.47 x 3,000 meters). The differences in cut-slope and fillslope areas between excavators and bulldozers were measured.
Number and rate of damaged trees in study areas
Average terrain slope(%)
Number of damage trees
Number of non damage trees
Types of damages
Number of total trees
Damage rate (%)
The percent of damage rate for Excavator I, Excavator II, Bulldozer I and Bulldozer II are 21%, 27%, 33% and 44% repectively.
In this study, damage caused by excavators is less than that caused by bulldozers. Previous studies have also indicated this. Furthermore, forest roads constructed using hydraulic excavators are much more visually appealing than those using bulldozers, in terms of both technical and environmental aspects .
In a study by Tochiki and Kaibori , it was stated that the major cause of damage on slopes and the sliding of materials along forest roads in the northwest region of Hiroshima was the water that ran along the road after heavy rain.
In another study, it is stated that bark insects can easily cause epidemics on the trees which are damaged by stones and rocks, and that fungi and other harmful organisms destroy 50% of first class timber trees .
The R 2 of 0.92 indicates that 92% of the variations of dependent variables can be explained by the model. As a result of the multiple linear regression analysis, it was observed that the most important independent variables that had an effect on the number of damaged trees were slope terrain, length of the fill slope, width of the fill slope, slope of the fill slope effect distance, the number of the trees and type of machine.
It was found that 1.7 hectares of forest were lost when a bulldozer was used and 1.5 hectares were lost when an excavator was used on steep terrain (30-50% slope), for a 1.5 kilometer-long road. If in very steep terrain (51-80% slope), for the same length of road, 2.05 hectareswere lost when a bulldozer was used and 1.74 hectares were lost when an excavator was used. It is clear that the largest forest area was destroyed in very steep terrain where the bulldozer was used. However, in steep terrain where an excavator was used, it was observed that the least amount of forest was destroyed. When an excavator was used in very steep terrain, it destroyed nearly the same amount of forest as a bulldozer would in steep terrain.
For protecting the natural environment, using well-equipped and powerful excavators must be given preference overusing bulldozers, especially for determining the path and limits of the working area in steep terrains.
In mountainous areas, clearing of trees should be kept to a minimum to prevent soil erosion. When working close to waterways, it may be necessary to take precautions to prevent sediment from washing into streams. Preventative measure may include installation of silt traps or silt screens.
The most important role the equiment operator plays during road construction is to determine the safest and most efficent use of equipment.
Forest road managers should consider not only the total road cost but also enviromental impact caused by road construction and use.
Excavator and bulldozer operators and forest road inspectors and supervisors should be trained in and informed about environmentally-friendly procedures.
This research was supported by funds provided by the Karadeniz Technical University, Scientific Research Unit with the Project Number: 2010.113.001.83 Special thanks to the unit staff.
- Fu B, Newham LTH, Ramos-Scharron CE: A review of surface erosion and sediment delivery models for unsealed roads. Environ Model Software. 2010, 25: 1-14. 10.1016/j.envsoft.2009.07.013.View ArticleGoogle Scholar
- Jordán-López A, Martínez-Zavala L, Bellinfante N: Impact of different parts of unpaved forest roads on runoff and sediment yield in a Mediterranean area. Sci Total Environ. 2009, 407: 937-944. 10.1016/j.scitotenv.2008.09.047.View ArticleGoogle Scholar
- Cornish PM: The effects of roading, harvesting and forest regeneration on stream water turbidity levels in a moist eucalypt forest. Forest Ecol Manag. 2001, 152: 293-312. 10.1016/S0378-1127(00)00611-3.View ArticleGoogle Scholar
- Forsyth AR, Bubb KA, Cox ME: Runoff, sediment loss and water quality from forest roads in a southeast Queensland coastal plain Pinus plantation. Forest Ecol Manage. 2006, 221 (1–3): 194-206.View ArticleGoogle Scholar
- Ramos-Scharro’n CE, MacDonald LH: Runoff and suspended sediment yields from an unpaved road segment, St. John, US Virgin Islands. Hydrol Processes. 2007, 21 (1): 35-50. 10.1002/hyp.6175.View ArticleGoogle Scholar
- Duncan SH, Ward JW, Anderson RJ: A method for assessing landslide potential as an aid in forest road placement. Northwest Science. 1987, 61 (3): 152-159.Google Scholar
- Larsen MC, Parks JE: How Wide is a Road? The Association of Roads and Mass-Wasting in a Forested Mountain Environment. Earth Surf Process Landforms. 1997, 22: 835-848. 10.1002/(SICI)1096-9837(199709)22:9<835::AID-ESP782>3.0.CO;2-C.View ArticleGoogle Scholar
- Geneletti D: Biodiversity Impact Assessment of roads: an approach based on ecosystem rarity. Environ Impact Assess Rev. 2003, 23: 343-365. 10.1016/S0195-9255(02)00099-9.View ArticleGoogle Scholar
- Chomitz KM, Gray DA: Roads, land use, and deforestation: a spatial model applied Belize. World Bank Econ. Rev. 1996, 10: 487-512. 10.1093/wber/10.3.487.View ArticleGoogle Scholar
- Forman RTT, Friedman DS, Fitzhenry D, Martin JD, Chen AS, Alexander LE: Ecological effects of roads: toward three summary indices and an overview for North America. See Ref. 1997, 21: 40-54.Google Scholar
- Hui C, Shuang-cheng L, Yi-li Z: Impact of road construction on vegetation alongside Qinghal-Xizang highway and railway. Chin Geogr Sci. 2003, 13 (4): 340-346. 10.1007/s11769-003-0040-5.View ArticleGoogle Scholar
- Aruga K: Tabu search optimization of horizontal and vertical alignments of forest roads. J For Res. 2005, 10: 275-284. 10.1007/s10310-004-0136-5.View ArticleGoogle Scholar
- Akay AE, Erdas O, Mahmut R, Yuksel A: Estimating sediment yield from a forest road network by using a sediment prediction model and GIS techniques. Build Environ. 2008, 43 (5): 687-695. 10.1016/j.buildenv.2007.01.047.View ArticleGoogle Scholar
- Hosseini SA, Solaymani K: Investigation of effective factors 340 for path tracing using GIS in Kheyroud forest (Iran-Mazadaran province). Pak J Biol Sci. 2006, 9 (11): 2055-2061.View ArticleGoogle Scholar
- Tunay M, Melemez K: The assessment of environmentally sensitive forest road construction technique in difficult terrain conditions. ITUJ Eng. 2004, 3 ((2-3-4-5): 3-10.Google Scholar
- Jadczyk P: Natural effects of large-area forest decline in the western Sudeten. Environ Prot Eng. 2009, 35 (1): 49-56.Google Scholar
- Luce CH, Wemple BC: Introduction to special issue on hydrologic and geomorphic effects of forest roads. Earth Surf Process Landforms. 2001, 26: 111-113. 10.1002/1096-9837(200102)26:2<111::AID-ESP165>3.0.CO;2-2.View ArticleGoogle Scholar
- Madej MA: Erosion and sediment delivery following removal of forest roads. Earth Surf Process Landforms. 2001, 26: 175-190. 10.1002/1096-9837(200102)26:2<175::AID-ESP174>3.0.CO;2-N.View ArticleGoogle Scholar
- Laurance SW, Stouffer PC, Laurance WE: Effects of road clearings on movement patterns of understory rainforest birds in central Amazonia. Conserv. Biology. 2004, 18 (4): 1099-1109. 10.1111/j.1523-1739.2004.00268.x.View ArticleGoogle Scholar
- Potočnik I, Pentek T, Pičman D, Papa I, Poje A: Filling in the clearance of a forest road cross-section in Beech forest. Croat. J. For. Eng. 2008, 29 (1): 53-62.Google Scholar
- LeDoux CB: Proceedings of the 14th Central Hardwood Forest Conference, Gen.Tech.Rep. Ne-316, Wooster ,Ohio. Determining safe clearing limits for skid road/trail construction. 2004, 148-153.Google Scholar
- Demir M, Makineci E, Yilmaz E: Investigation of timber harvesting impacts on herbaceous cover, forest floor and surface soil properties on skid road in an oak (Quercus petrea L.) stand. Build Environ. 2007, 42 (3): 1194-1199. 10.1016/j.buildenv.2005.11.008.View ArticleGoogle Scholar
- Heinrich R: Proceedings from third meeting of excavators and backhoe loaders as base machines in forest operations, FAIR-CT98-381. The use of excavator in forest road construction in Austria 11. 2001, Sweden: SUAS Research Note, 61-66.Google Scholar
- Ozturk T, Inan M, Akgul M: Environmental damages of forest road construction by bulldozer on steep terrain. Afr J Biotech. 2010, 8 (18): 4547-4552.Google Scholar
- Bayoglu S: A road construction technic to undamaged at forest and environment on steep terrain. J Forest Eng. 1989, 26 (12): 6-9.Google Scholar
- Tochiki S, Kaibori M: Slope failures along the forest road by the storm rainfall and their characteristics. 1990, Memoirs: Hiroshima University, Facility of Integrated Arts and Science, 3500-3506.Google Scholar
- Sekendiz OA, Ozder Z: Doğu Karadeniz ormanlarımızda yamaç yollarının kabuk böceği (scolytidae) salgınları üzerine etkileri. KTU Orman Fakültesi Dergisi. 1983, 1: 127-134.Google Scholar
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