Actualization of innovative technologies in road construction

Kabanov Aleksandr, I. Kolos, V. Chernyaeva, A. Ilin, O. Medvedeva, I. Semenov
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Abstract

This article discusses the problems that arise in the operation of road structures. One of the most important is rutting. Indicators of resistance to rutting depend on the method of design of non-rigid pavement and operational parameters, which allows to obtain the applied method of volumetric design of asphalt mix «Superpave» (SP-19), which in our country was called «SPAS». The authors, together with the staff of the laboratory of asphalt Concrete plant – 1, monitored asphalt concrete mixtures designed according to the «Superpave» system on the asphalt mixing plant. Then tests were carried out according to the method of PNST 181-2016 on the susceptibility of asphalt concrete materials to shear deformations arising under the action of repeated passes of the loaded wheel at ambient temperature. The result of the study of rutting showed that the mixture SP-19 have predominantly traditional. More detailed research results are presented in this article. Based on the data obtained from the results, conclusions were formulated: the Studies show that the method of «Superpeyv» is updated to the requirements of technical supervision at the objects of the road complex of the Russian Federation. In conclusion, the authors have formulated conclusions on the research: a comparison of physical and mechanical performance of asphalt concrete mix SP-19 on PNST 114 and fine-grained asphalt concrete mix type A brand I shows that the shear stability in terms of the average depth of the track is higher for the brand SP-19 by 38 %; set the required mixing temperature and compaction of asphalt concrete mixture on the system «Superpeyv»; the release of a pilot batch of asphalt concrete mix of SP-19 brand at the production site of JSC «ABZ-1» showed that the recipe selected in the laboratory is reproduced in the ABZ; cores selected within the framework of technical supervision from the experimental coating and tested in the laboratory showed corresponding to the requirements of ODM 218.4.038-2017; assessment of economic efficiency at the cost of asphalt concrete mix of SP-19 brand showed a decrease of 2.2 % relative to the cost of fine-grained asphalt concrete mix; the increase in the service life of the road surface h 30–50 % by reducing rutting increases its turnaround time. At the same time, economic efficiency can reach 50 % per m2.
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创新技术在道路建设中的应用
本文论述了道路构筑物在使用中出现的问题。其中最重要的是车辙。抗车辙指标取决于非刚性路面的设计方法和操作参数,从而可以获得沥青混合料“Superpave”(SP-19)体积设计的应用方法,在我国被称为“SPAS”。作者与沥青混凝土1厂实验室的工作人员一起,在沥青搅拌站上对按照“Superpave”系统设计的沥青混凝土混合物进行了监测。然后按照PNST 181-2016的方法进行了沥青混凝土材料在室温下受载车轮多次通过作用下的剪切变形敏感性试验。车辙研究结果表明,SP-19混种以传统车辙为主。本文给出了更详细的研究结果。根据从结果中获得的数据,得出了结论:研究表明,“Superpeyv”方法已更新为符合俄罗斯联邦道路综合体对象的技术监督要求。综上所述,作者得出了研究结论:PNST 114上SP-19型沥青混凝土配合比与a型牌号I型细粒沥青混凝土配合比的物理力学性能比较表明,SP-19牌号在平均轨道深度上的抗剪稳定性要高38%;在Superpeyv系统上设置沥青混凝土混合料所需的搅拌温度和压实度;在JSC“ABZ-1”生产现场发布的SP-19品牌沥青混凝土配合料中试批表明,实验室选择的配方在ABZ中复制;在技术监督框架内从实验涂层中选取并在实验室检测的岩芯符合ODM 218.4.038-2017的要求;SP-19牌号沥青混凝土混合料的成本经济效益评价表明,与细粒沥青混凝土混合料相比,SP-19牌号沥青混凝土混合料的成本降低了2.2%;减少车辙使路面的使用寿命延长30 - 50%,从而增加了路面的周转时间。同时,经济效益可达50% / m2。
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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