...
首页> 外文期刊>Construction and Building Materials >Characterisation of full-depth reclaimed pavement materials treated with hydraulic road binders
【24h】

Characterisation of full-depth reclaimed pavement materials treated with hydraulic road binders

机译:用液压路用粘结剂处理的全深度再生路面材料的特性

获取原文
获取原文并翻译 | 示例
           

摘要

Hydraulic road binders (HRB) are factory made blends which are composed of a substantial amount of supplementary cementitious materials and portland cement. Previous studies indicated that the use of chemical stabilizers containing supplementary cementious materials is a sustainable approach that can reduce carbon dioxide (CO2) emission by 5-25%. Thus, the use of HRB in full-depth reclamation process could make the practice more sustainable if strength, stiffness, and durability of treated materials are not compromised. The primary objective of this study is to evaluate the mechanical properties of full-depth reclaimed pavement materials treated with hydraulic road binders. The study was conducted in the form of comparative assessment by using full-depth reclaimed pavement materials treated with General Use (GU) cement as a control mix. For this study, three types of full-depth reclaimed pavement materials and four types of cementitious binders, including GU cement, were used to make eleven different types of mixes. Unconfined compressive strength, modulus of elasticity, and indirect tensile strength tests were used to assess the mechanical properties of the eleven mixes. The test results indicated that hydraulic road binders could provide equivalent strength and stiffness as GU cement. The study also revealed the HRB content, required to attain equivalent strength and stiffness as GU mixes, is the same or less than GU cement content. Based on the study findings, hydraulic road binders can be sustainable alternative binders that can replace GU cement in full-depth reclamation process without compromising the structural function of the treated layer. (C) 2019 Elsevier Ltd. All rights reserved.
机译:液压道路粘合剂(HRB)是工厂制造的掺合物,由大量的辅助胶凝材料和硅酸盐水泥组成。先前的研究表明,使用包含水泥胶结材料的化学稳定剂是一种可持续的方法,可以将二氧化碳(CO2)排放量降低5-25%。因此,如果不影响处理过的材料的强度,刚度和耐用性,则在全深度开垦过程中使用HRB可使实践更具可持续性。这项研究的主要目的是评估用液压胶合剂处理过的全深度再生路面材料的机械性能。该研究以比较评估的形式进行,使用了以通用(GU)水泥处理过的全深度再生路面材料作为对照混合物。在本研究中,使用了三种类型的全深度再生路面材料和四种类型的水泥粘合剂(包括GU水泥)来制造11种不同类型的混合物。无限制的抗压强度,弹性模量和间接拉伸强度测试用于评估这11种混合物的机械性能。测试结果表明,液压路用粘结剂可以提供与GU水泥相同的强度和刚度。研究还表明,与GU混合料要达到同等强度和刚度所需的HRB含量等于或小于GU水泥含量。根据研究结果,液压道路粘合剂可以是可持续的替代粘合剂,可以在全深度填筑过程中替代GU水泥,而不会损害处理层的结构功能。 (C)2019 Elsevier Ltd.保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号