Features of dimentional design system for asphalt concrete mix on superpave technology and bituminous binder of pg grade determination

N. I. Bryzgalov, A. Kemalov
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Abstract

Introduction. This article discusses the technology of designing asphalt concrete pavements, using the Superpave method. The Superpave (SUperior PERforming Asphalt PAVEments) system was developed by the Strategic Highway Research Program (SHRP) in the USA. The aim of the program was to find new ways of designing asphalt concrete pavements that will work better at extreme temperatures and heavy traffic loads.Currently, the system of volumetric design of asphalt concrete mixtures is being actively implemented in Russian road construction industry. This is an adaptation of the American Superpave method and is being implemented in our country in the form of a series of new standards. The Superpave volumetric and functional design system in particular addresses several pavement-related problems: permanent deformation, which results from poor asphalt mix shear strength at high temperatures, and low temperature damage, which occurs when the asphalt pavement is subjected to stress exceeding the compressive and tensile strength. The elimination of the above problems is carried out due to the most reasonable selection of the components of the asphalt concrete mixture.Materials and methods. Studies of bitumen binders were carried out according to the methods laid down in the technical requirements: GOST R 58400.1-2019 Public roads. Materials binding petroleum bitumen. Technical requirements taking into account the temperature ranges of operation.The selection of the PG brand of bitumen binder using Superpave technology was carried out using the example of a polymer-bitumen binder that meets the requirements of GOST 52056-2003 PBB 90 (sample 4) and a bitumen binder obtained from tar with the addition of thermoplastic elastomer (hereinafter referred to as TEP) of the SBS type that meets the requirements of GOST 52056-2003 PBB 90 (sample 3).Results. The article provides a review of technical documentation in order to familiarize with the methodology for selecting the brand of bituminous binder for asphalt mix. In the course of the research, the technological features of the system of volumetric functional design of the asphalt concrete mixture according to the Superpave method, as well as the determination of the brand of bituminous binder, were considered. The introduction of foreign experience in road construction can contribute to the improvement and improvement of the quality of Russian roads.Discussion and conclusions. Based on the experimental data carried out in the work, it can be concluded that the goal has been achieved, namely, the brands of bitumen binder have been selected using Superpave technology that meet the requirements of GOST R 58400.1–2019 and GOST R 58400.2-2019, namely for polymer-bitumen binder (PBB 90 according to GOST 52056-2003) – PG 58-28, and on the basis of tar with the addition of SBS – PG 64-28 grade TEP, respectively.Having studied the physical and chemical characteristics of the initial reagents, as well as the results of numerous chemical experiments, brands of PG bitumen binders were selected using Superpave technology and depending on climatic conditions and transport loads GOST R 58400.1-2019 Public roads. Materials binding petroleum bitumen. Technical requirements taking into account the temperature ranges of operation and GOST R 58400.22019 Public roads. Materials binding petroleum bitumen. Technical requirements taking into account the levels of operational transport loads.
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沥青混凝土配合比尺寸设计系统的特点超级路面技术与pg级沥青结合料的测定
介绍本文讨论了用Superpave法设计沥青混凝土路面的技术。Superpave(SUperior PERforming Asphalt PAVEments)系统由美国战略公路研究计划(SHRP)开发。该计划的目的是寻找设计沥青混凝土路面的新方法,使其在极端温度和重交通负荷下更好地工作。目前,俄罗斯道路建设行业正在积极实施沥青混凝土混合料体积设计系统。这是对美国Superpave方法的改编,并以一系列新标准的形式在我国实施。Superpave体积和功能设计系统特别解决了几个与路面相关的问题:高温下沥青混合料剪切强度差导致的永久变形,以及当沥青路面受到超过抗压和抗拉强度的应力时发生的低温损伤。上述问题的消除是由于沥青混凝土混合料的成分选择最合理。材料和方法。根据GOST R 58400.1-2019《公共道路》技术要求中规定的方法对沥青结合料进行了研究。结合石油沥青的材料。考虑操作温度范围的技术要求。使用Superpave技术选择PG品牌的沥青粘合剂,使用符合GOST 52056-2003 PBB 90要求的聚合物沥青粘合剂(样品4)和添加SBS型热塑性弹性体(以下称为TEP)从焦油中获得的沥青粘合剂(符合GOST 52056-2003 PBB 90的要求)(样品3)结果。本文对技术文件进行了审查,以熟悉沥青混合料用沥青粘合剂品牌的选择方法。在研究过程中,考虑了Superpave法沥青混凝土混合料体积功能设计系统的技术特点,以及沥青粘结剂品牌的确定。引进国外道路建设经验,有助于改善和提高俄罗斯道路质量。讨论和结论。根据工作中进行的实验数据,可以得出结论,目标已经实现,即使用Superpave技术选择了符合GOST R 58400.1–2019和GOST R 58400-2-2019要求的沥青粘合剂品牌,即聚合物沥青粘合剂(PBB 90,根据GOST 52056-2003)-PG 58-28,和在焦油的基础上分别添加SBS–PG 64-28级TEP。在研究了初始试剂的物理和化学特性以及大量化学实验的结果后,使用Superpave技术并根据气候条件和运输负载GOST R 58400.1-2019公共道路选择了PG沥青粘合剂品牌。结合石油沥青的材料。考虑运行温度范围和GOST R 58400.22019公共道路的技术要求。结合石油沥青的材料。考虑到运行运输负荷水平的技术要求。
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