By Jurg Andreas Stuckelberger
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Extra info for A Weighted-graph Optimization Approach for Automatic Location of Forest Road Networks
Second, a change in direction of > 135◦ requires a “hairpin bend” embankment structure, called a switchback. Constructing a switchback always involves considerable additional earthwork and surfacing, resulting in signiﬁcantly higher total cost. The balancing of cut-and-ﬁll volumes is not possible for a single cross-section of a switchback, but must be achieved between the beginning and the end of the switchback curve. 5 shows that, depending on the central angle (γ), our procedure for calculating switchback costs required several intermediate cross-sections.
2). 3 Road parameters The model assumes one predominant road type for a speciﬁc project area. g. a smaller road width in rocky terrain are, or a less maximum, road gradient in instable subsoil. The road type is linked to the geotechnical unit and deﬁned by the parameters maximal allowable road gradient (ηmax ), minimal radius in curves (rmin ) and switchbacks (rSB ), standard road surface width (ws0 ), width for ditch and shoulders (wd+s ), road widening in curves (kcw ), and minimal excavation depth for pavement structures (zmin ).
However, such a cross-section design is not always the most appropriate. 2. METHODS AND MODEL DEVELOPMENT 25 embankment stability in steep terrain or unstable subsoil conditions by shifting the road structure horizontally in the uphill direction. As the third option for cross-section, the retaining-wall design locates those structures on either the uphill or downhill side of the road. , Tab. 1). In diﬃcult terrain conditions, part of the excavation volume may be of rock. Practical experience in Switzerland has shown that the unit cost for its excavation is approximately 4 to 5 times greater than for the removal of soil alone.
A Weighted-graph Optimization Approach for Automatic Location of Forest Road Networks by Jurg Andreas Stuckelberger