{"title":"Modified bituminous binders for road construction in the Republic of Sakha (Yakutia)","authors":"T. Lazareva, A. Parfenov","doi":"10.15862/09SATS420","DOIUrl":null,"url":null,"abstract":"Take into the account climate and environmental conditions of this region are necessary during modern road construction technologies introduction in the Republic of Sakha (Yakutia). This region’s climate and environmental conditions in many ways are identified as extreme. First of all, it should be noted that Yakutia is the coldest region of the Russian Federation, its territory is completely located in the permafrost zone. At the constructional materials testing center of the Pacific National University, were executed experimental studies to develop technological regulations for the modified bituminous binder manufacturing intended for paving the Lena highway (Yakutsk – Never).\nIn this work, for the polymer-bitumen binder manufacturing, was used bitumen petroleum viscous for road building, grade BND 130/200. In the course of the research, the polymer-bitumen binders PBV 200 and PBV 300 with a brittle temperature not exceeding -35 °C and -40 °C with the thermoplastic elastomers SBS LG 502 (South Korea) and SBS R 30-00A (JSC «Voronezhsintezkauchuk») additives use the formula selecting problem were solved, as well as plasticizer – industrial oil I-40A. To optimize the composition of the binder and further improve its characteristics, it is proposed to use bitumen with increased content of maltene fractions and to include in its composition an adhesion additive of the amphoteric type DAD-1. The resulting polymer-bitumen binder is characterized by a wide performance range – an increased softening temperature and a low brittleness temperature, elasticity (ability to reversible deformations), high adhesion to various rocks. Achieving these goals will improve the asphalt concrete pavement quality and durability in difficult climatic conditions.","PeriodicalId":145434,"journal":{"name":"Russian journal of transport engineering","volume":"23 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2020-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Russian journal of transport engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.15862/09SATS420","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Take into the account climate and environmental conditions of this region are necessary during modern road construction technologies introduction in the Republic of Sakha (Yakutia). This region’s climate and environmental conditions in many ways are identified as extreme. First of all, it should be noted that Yakutia is the coldest region of the Russian Federation, its territory is completely located in the permafrost zone. At the constructional materials testing center of the Pacific National University, were executed experimental studies to develop technological regulations for the modified bituminous binder manufacturing intended for paving the Lena highway (Yakutsk – Never).
In this work, for the polymer-bitumen binder manufacturing, was used bitumen petroleum viscous for road building, grade BND 130/200. In the course of the research, the polymer-bitumen binders PBV 200 and PBV 300 with a brittle temperature not exceeding -35 °C and -40 °C with the thermoplastic elastomers SBS LG 502 (South Korea) and SBS R 30-00A (JSC «Voronezhsintezkauchuk») additives use the formula selecting problem were solved, as well as plasticizer – industrial oil I-40A. To optimize the composition of the binder and further improve its characteristics, it is proposed to use bitumen with increased content of maltene fractions and to include in its composition an adhesion additive of the amphoteric type DAD-1. The resulting polymer-bitumen binder is characterized by a wide performance range – an increased softening temperature and a low brittleness temperature, elasticity (ability to reversible deformations), high adhesion to various rocks. Achieving these goals will improve the asphalt concrete pavement quality and durability in difficult climatic conditions.
在萨哈共和国(雅库特)引进现代道路建设技术时,必须考虑到该地区的气候和环境条件。这个地区的气候和环境条件在很多方面都被认为是极端的。首先,应该指出的是,雅库特是俄罗斯联邦最冷的地区,其领土完全位于永久冻土带。在太平洋国立大学的建筑材料测试中心,进行了实验性研究,以制定用于铺列拿公路(雅库茨克-永远)的改性沥青粘合剂制造的技术法规。在本工作中,用于聚合物-沥青粘合剂的制造,使用沥青石油粘性筑路,等级为BND 130/200。在研究过程中,解决了脆性温度不超过-35℃和-40℃的聚合物-沥青粘结剂PBV 200和PBV 300与热塑性弹性体SBS LG 502(韩国)和SBS R 30-00A (JSC«Voronezhsintezkauchuk»)添加剂使用配方的选择问题,以及增塑剂工业油I-40A的选用问题。为了优化粘结剂的组成,进一步改善其性能,建议使用增加马氏烯组分含量的沥青,并在其组成中加入两性型粘结剂DAD-1。由此产生的聚合物-沥青粘合剂具有广泛的性能范围-软化温度升高,脆性温度低,弹性(可逆变形的能力),对各种岩石的附着力高。实现这些目标将提高沥青混凝土路面的质量和在恶劣气候条件下的耐久性。