Innovative methods for preparing the base of transport highways of the use of technogenic formations of metallurgical production

V.Y. Soloviova, A. Sakharova, Egor G. Eremeev
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Abstract

Background: In order to effectively reinforcement problem soils based on clay or fine powdery sand, it is necessary to pre-stabilize them, for example, using granulated blast-furnace slag. Aim: the use of multi-tonnage slags of various nature for highly efficient preparation of bases in the construction of road surfaces. Methods: soils of natural and technogenic origin were considered as the main object of research: clays, sands, asphalt granulate. Physical and mechanical studies of soils of natural origin were carried out in accordance with GOST 5180-2015 Soils. Methods for laboratory determination of physical characteristics, the filtration coefficient was determined according to GOST 25584-2016 Soils. Methods for laboratory determination of the filtration coefficient. The physical and mechanical characteristics of asphalt concrete were determined according to GOST 12801-98 Materials based on organic binders for road and airfield construction. Test Methods. The component composition of the out-of-furnace slag was determined using X-ray phase analysis. Testing of hardened samples was carried out in a water-saturated state according to GOST 10180-20125 Concrete. Methods for determining the strength of control samples. The determination of the water absorption value by the mass of the reinforced soil was carried out according to GOST 12730.3-78 Concrete. Methods for determining water absorption. Results: reinforcement of pre-prepared soils of any nature is effectively carried out using a reduced consumption of cement in combination with the Nanoaktiv-M complex chemical additive and finely ground blast-furnace slag. Conclusion: the complex use of various types of metallurgical slags in soil reinforcement provides an effective solution to the technological, economic and environmental problems of our time.
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利用冶金生产的技术地层制备运输公路基地的创新方法
背景:为了有效加固粘土或细粉砂基问题土,有必要对其进行预稳定,例如使用粒状高炉矿渣。目的:利用多吨位各种性质的矿渣,在路面施工中高效制备基层。方法:以粘土、砂土、沥青颗粒土为主要研究对象。根据GOST 5180-2015土壤对天然土壤进行了物理和力学研究。物理特性实验室测定方法,过滤系数按GOST 25584-2016土壤标准测定。过滤系数的实验室测定方法。根据GOST 12801-98对沥青混凝土的物理力学特性进行了测定,以有机粘结剂为基础的材料用于道路和机场建设。测试方法。采用x射线相分析法测定了炉外渣的组分组成。根据GOST 10180-20125混凝土,在水饱和状态下对硬化样品进行测试。对照样品强度的测定方法。按加筋土质量测定吸水值按GOST 12730.3-78混凝土标准进行。吸水率测定方法。结果:使用Nanoaktiv-M复合化学添加剂和细磨的高炉矿渣,有效地减少了水泥的消耗,从而有效地加固了任何性质的预制土壤。结论:多种冶金渣复合应用于土壤加固是解决当前技术、经济和环境问题的有效途径。
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