Fiber Cement Soil in the Construction of Pavements for Logging Roads

Sergey A. Chudinov
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Abstract

The most important factor in increasing the efficiency of the development of forest tracts is the development and improvement of the transport and operational condition of the network of logging roads. Inert road construction materials, such as sand, crushed stone, crushed stone-sand mixture or gravel-sand mixture, are traditionally used for the construction of pavements for logging roads. However, in the areas with a shortage of these materials, the cost of road construction increases significantly. An alternative technology that can significantly reduce or completely eliminate the use of inert road construction materials is the stabilization of local soils for the construction of pavement structural layers. The soil stabilization technology consists in mixing them with binders and compacting them at the optimal moisture content of the mixture. In doing so, the resulting material acquires the desired strength and frost resistance. The most effective and common binder for soil stabilization is Portland cement. However, along with high strength properties and frost resistance, cement soils, due to their crystalline structure, have low crack resistance, which worsens transport and operational performance and shortens the service life of road pavements. One of the rational solutions for increasing the security of soil stabilization for the construction of road pavements is the installation of fiber cement soil layers. The object of this research is fiber cement soil for the construction of structural layers of road pavements for logging roads. The aim is to improve the physical and mechanical properties and frost resistance of soils stabilized with Portland cement with the addition of the material based on basalt fiber. Laboratory tests of compressive and tensile strength during splitting, as well as frost resistance of fiber cement soils of various compositions were carried out in accordance with GOST R 70452–2022. According to the data obtained, fiber cement soil has higher strength and frost resistance compared to cement soil. The fibers distributed throughout the cement-soil matrix effectively perceive external loads, providing high physical and mechanical indicators, and therefore crack and frost resistance of the material. The use of fiber cement soil for the construction of pavements for logging roads will increase the durability and reliability of their operation, as well as reduce the costs of construction and operation of road transport infrastructure of forest tracts.
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纤维水泥土壤在伐木道路路面施工中的应用
提高林地开发效率的最重要因素是发展和改善伐木道路网的运输和运行状况。惰性筑路材料,如沙子、碎石、碎石-沙子混合物或砾石-沙子混合物,传统上用于建造伐木道路的路面。然而,在这些材料短缺的地区,筑路成本大幅增加。另一种可大幅减少或完全消除使用惰性筑路材料的替代技术是稳定当地土壤以建造路面结构层。土壤稳定化技术包括将土壤与粘结剂混合,并在混合物的最佳含水量下将其压实。这样,得到的材料就能获得所需的强度和抗冻性。用于稳定土壤的最有效和最常见的粘合剂是硅酸盐水泥。然而,除了高强度和抗冻性之外,水泥壤土由于其结晶结构,抗裂性较低,从而降低了运输和运行性能,缩短了路面的使用寿命。为提高路面施工土壤稳定的安全性,合理的解决方案之一是设置纤维水泥土层。本研究的目标是纤维水泥土用于修建伐木公路的路面结构层。目的是通过添加基于玄武岩纤维的材料,改善硅酸盐水泥稳定土的物理机械性能和抗冻性。根据 GOST R 70452-2022,对各种成分的纤维水泥土进行了劈裂时的抗压和抗拉强度以及抗冻性的实验室测试。根据获得的数据,纤维水泥土比水泥土具有更高的强度和抗冻性。分布在水泥土基质中的纤维能有效感知外部荷载,提供较高的物理和机械指标,从而提高材料的抗裂性和抗冻性。使用纤维水泥土建造伐木道路路面将提高道路的耐久性和运行可靠性,并降低林区道路交通基础设施的建设和运行成本。
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