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Kouichi Ichihara Tosimi Tanaka Isao Sawaguchi Shuji Umeda Katsumi Toyokawa 《Journal of Forest Research》1996,1(1):45-49
This study examines a method for designing an optimum profile of a forest road in a short matter of time. In this method,
a genetic algorithm (GA) searches for points where the gradient changes and dynamic programing (DP) designs the longitudinal
slope. This method can be applied to the ground heights of an actual forest road. The evaluation function of the DP assesses
the total expenditure. The inverse of this function is the fitness function. Crossover and mutation are operators of an evolution
simulation of a GA. They are each repeated 20 times and 420 profiles are designed and assessed, all within about 10 min. A
comparison of the profile designed by the GA with that of an actual forest road shows only one section where the formation
level differed substantially. Overall, both profiles seem to show a high degree of correspondence. From this result, we believe
that the profile designed by the GA is best, or the one of the best. A conventional method takes about 65 h to calculate all
changing points of gradients. However, by using the GA, the calculation time was reduced to about 1/389 that of the coventional
method, showing that the method which uses the GA through the profile design is very useful. 相似文献
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Jürg Andreas Stückelberger Hans Rudolf Heinimann Edouard Charles Burlet 《European Journal of Forest Research》2006,125(4):377-390
Cost estimation is probably the most decisive factor in the process of computer-aided, preliminary planning for low-volume road networks. However, the cost of construction is normally assumed to be route-independent for a specific project area, resulting in sub-optimal layouts. This is especially true for mountainous terrain and in areas with unstable subsoil. Here, we present a model for more accurately estimating spatial variability in road life-cycle costs, based on terrain surface properties as well as geological properties of the subsoil. This parametric model incorporates four structural components: embankment, retaining structures, pavement, and drainage and stream-crossing structures. It is linked to a geo-database that allows users to derive location-specific parameter values as input. In applying this model, we have demonstrated that variability in costs ranges widely for mountainous areas, with the most expensive construction being approximately five times greater there than on more favorable sites. This variability strongly affects the optimal layout of a road network. First, when location-specific slope gradients are considered, costs are reduced by about 17% from those calculated via currently available engineering practices; when both slope gradient and geotechnical formations are included, those costs are decreased by about 20%. Second, the length of the road network is increased by about 4% and 10% respectively, compared with current practices. 相似文献
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水泥砼路面具有强度高、承载能力强、刚度大，稳定性好，耐久性优良等优点，被越来越多的应用于高等级的公路及城市道路建设，但也存在一些问题，尤其是裂缝问题，严重影响水泥砼路面的使用性能和使用寿命，增加行车不安全因素，本文从3个方面探讨了水泥砼路面裂缝的危害，产生原因及其防治措施。 相似文献
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通过对县乡公路建设养护管理特点的分析,指出现阶段我国县乡公路建设养护管理的关系,从体制改革、公路建设等方面,指出我国县乡公路建设养护管理发展现状. 相似文献
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