Mathematical Justification of Vehicular Traffic Resistance in Relation to Structural Surface Conditions of Hauling Roads

IF 0.2 Q4 FORESTRY
V.S. Prokopets, A. V. Skrypnikov, Yuriy A. Borovlev, Vaycheslav G. Kozlov, Natalia G. Ponomareva, D. Levushkin
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Abstract

The currently available methods for evaluating technical-operational characteristics and conditions of hauling roads are time- consuming. Although, they provide a sufficiently accurate description of the conditions of certain road components. Furthermore, they give the possibilities to identify ways for elimination of the constructional defects and determine the work extent to correct them. A peculiarity of forestry production is the simultaneous exploitation of a branching transport network with different types of subsidiary hauling roads, which depends on weather conditions, change of logging locations, traffic intensity, and other factors. Therefore, the available methods, which clarify the relationships between the traffic resistance and strength of the road construction, are poorly usable for rapid estimation of the technical and operational conditions in renovation planning. The purpose of the study is to improve the methodological fundamentals of traction-operational calculations for timber transportation according to the constructional state of the hauling roads. It has been determined that the calculation of the rolling resistance must include the factor of structural deformation. It is influenced by the modulus of elasticity for the surface structural materials. The resulting relationship makes it possible to increase the accuracy of traction-operational calculations at the project phase of the hauling road building. It can be included into the target function for comparing alternatives in the case of optional project planning. The mathematical aspect in the evaluation of the traffic resistance gives an opportunity to use this parameter as an indirect characteristic of the constructional strength of a road, as well as it can be a comprehensive qualitative indicator of the condition of a pavement. For citation: Prokopets V.S., Kozlov V.G., Skrypnikov A.V., Ponomareva N.G., Levushkin D.M., Borovlev Yu.A. Mathematical Justification of Vehicular Traffic Resistance in Relation to Structural Surface Conditions of Hauling Roads. Lesnoy Zhurnal = Russian Forestry Journal, 2023, no. 2, pp. 106−120. (In Russ.). https://doi.org/10.37482/0536-1036-2023-2-106-120
拖运路面结构条件下车辆交通阻力的数学论证
现有的评估拖运道路技术运行特性和条件的方法耗时长。尽管如此,它们对某些道路部件的状况提供了足够准确的描述。此外,它们提供了确定消除结构缺陷的方法和确定纠正它们的工作范围的可能性。林业生产的一个特点是同时开发一个分支运输网络,其中有不同类型的辅助运输道路,这取决于天气条件、采伐地点的变化、交通强度等因素。因此,现有的方法虽然明确了交通阻力与道路施工强度之间的关系,但对于改造规划中的技术条件和运营条件的快速估计适用性较差。研究的目的是根据运输道路的建设状况,改进木材运输的牵引作业计算的方法基础。确定了在计算轧制阻力时必须考虑结构变形的因素。它受表面结构材料弹性模量的影响。由此产生的关系使得在牵引道路建设的项目阶段提高牵引操作计算的准确性成为可能。在可选项目规划的情况下,它可以包含在目标函数中,用于比较备选方案。交通阻力评估中的数学方面提供了一个机会,可以使用该参数作为道路结构强度的间接特征,也可以作为路面状况的综合定性指标。引用本文:Prokopets v.s., Kozlov v.g., Skrypnikov a.v., Ponomareva n.g., Levushkin d.m., Borovlev Yu.A。拖运路面结构条件下车辆交通阻力的数学论证。俄罗斯林业杂志,2023年第1期。2,第106 - 120页。(俄国人)。https://doi.org/10.37482/0536-1036-2023-2-106-120
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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