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Investigation on the preparation and performance of clinker-fly ash-gypsum road base course binder

机译:熟料 - 粉煤灰 - 石膏道基基地粘合剂的制备与性能调查

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摘要

Reflecting cracks of asphalt pavement induced mainly by shrinkage crack of road base course become one of the most common pavement diseases in highway. To compensate the shrinkage of stabilized road base course, a slow setting slight-expansive cement was designed as road base course binder (RBCB) and the properties of road base course with RBCB were investigated. Furthermore, the RBCB's shrinkage compensation effect, the performance of RBCB stabilized crushed stone and its applications are studied in this article. RBCB has longer setting time and its 28-day strength is almost equal to 32.5 grade Portland slag cement (P.S 32.5). RBCB has slight expansion characteristics, it can effectively compensate the shrinkage of the cement, thus its volume stability under both wetting-drying and drying-wetting scenario is improved. The road base course stabilized by RBCB has higher mechanical properties and substantially lesser shrinkage crack than the ordinary cement stabilizing road base course. RBCB has low construction costs and outstanding performance in practical applications. Hence, it is an effective approach to lessen the pavement cracking by developing slow setting and expansive road base stabilizer compensate the shrinkage of road base materials. (C) 2019 Elsevier Ltd. All rights reserved.
机译:反射主要由道路基础课程收缩裂缝引起的沥青路面的裂缝成为高速公路中最常见的路面疾病之一。为了补偿稳定的道路基地的收缩,慢速设置轻微膨胀水泥被设计为道路基础路线粘合剂(RBCB),并研究了RBCB的道路基础课程的性质。此外,在本文中研究了RBCB的收缩补偿效果,RBCB稳定的碎石的性能及其应用。 RBCB具有较长的设定时间,其28天的强度几乎等于32.5级波特兰渣水泥(第32.5页)。 RBCB具有轻微的膨胀特性,可以有效地补偿水泥的收缩,因此在润湿干燥和干燥润湿情况下的体积稳定性得到改善。通过RBCB稳定的道路基线具有更高的机械性能,并且比普通水泥稳定道路基础基本的收缩裂缝显着较低。 RBCB在实际应用中具有较低的施工成本和出色的性能。因此,通过开发缓慢设定和膨胀道路基础稳定器来补偿道路基材的收缩,是一种有效的方法来减少路面开裂。 (c)2019 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2019年第jul10期|39-48|共10页
  • 作者单位

    Wuhan Univ Technol Sch Mat Sci & Engn Wuhan 430070 Hubei Peoples R China;

    Wuhan Univ Technol Sch Mat Sci & Engn Wuhan 430070 Hubei Peoples R China|WUT UC Berkeley Joint Lab Concrete Sci & Technol Wuhan 430070 Hubei Peoples R China|Wuhan Univ Technol State Key Lab Silicate Mat Architecture Wuhan 430070 Hubei Peoples R China;

    Wuhan Univ Technol Sch Mat Sci & Engn Wuhan 430070 Hubei Peoples R China;

    Wuhan Univ Technol Sch Mat Sci & Engn Wuhan 430070 Hubei Peoples R China|WUT UC Berkeley Joint Lab Concrete Sci & Technol Wuhan 430070 Hubei Peoples R China|Wuhan Univ Technol State Key Lab Silicate Mat Architecture Wuhan 430070 Hubei Peoples R China;

    Wuhan Univ Technol Sch Mat Sci & Engn Wuhan 430070 Hubei Peoples R China|WUT UC Berkeley Joint Lab Concrete Sci & Technol Wuhan 430070 Hubei Peoples R China|Wuhan Univ Technol State Key Lab Silicate Mat Architecture Wuhan 430070 Hubei Peoples R China;

    Huaxin Cement Co Ltd Wuhan 430070 Hubei Peoples R China;

    Huaxin Cement Co Ltd Wuhan 430070 Hubei Peoples R China;

    Wuhan Univ Technol Sch Mat Sci & Engn Wuhan 430070 Hubei Peoples R China|Wuhan Univ Technol State Key Lab Silicate Mat Architecture Wuhan 430070 Hubei Peoples R China;

    Wuhan Univ Technol Sch Mat Sci & Engn Wuhan 430070 Hubei Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Road base course binder; Strength; Setting time; Crack resistance; Application;

    机译:道路基础路线粘合剂;强度;设定时间;抗裂性;应用;

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