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Recycled asphalt pavement - fly ash geopolymers as a sustainable pavement base material: Strength and toxic leaching investigations

机译:再生沥青路面-粉煤灰土聚合物作为可持续的路面基础材料:强度和有毒浸出研究

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摘要

In this research, a low-carbon stabilization method was studied using Recycled Asphalt Pavement (RAP) and Fly Ash (FA) geopolymers as a sustainable pavement material. The liquid alkaline activator (L) is a mixture of sodium silicate (Na_2SiO_3) and sodium hydroxide (NaOH), and high calcium FA is used as a precursor to synthesize the FA-RAP geopolymers. Unconfined Compressive Strength (UCS) of RAP-FA blend and RAP-FA geopolymer are investigated and compared with the requirement of the national road authorities of Thailand. The teachability of the heavy metals is measured by Toxicity Characteristic Leaching Procedure (TCLP) and compared with international standards. The Scanning Electron Microscopy (SEM) analysis of RAP-FA blend indicates the Calcium Aluminate (Silicate) Hydrate (C-A-S-H) formation, which is due to a reaction between the high calcium in RAP and high silica and alumina in FA. The low geopolymerization products (N-A-S-H) of RAP-FA geopolymer at NaOH/ Na_2SiO_3 = 100:0 are detected at the early 7 days of curing, hence its UCS is lower than that of RAP-FA blend. The 28-day UCS of RAP-FA geopolymers at various NaOH/Na_2SiO_3 ratios are significantly higher than that of the RAP-FA blend, which can be attributed to the development of geopolymerization reactions. With the input of Na_2SiO_3, the highly soluble silica from Na_2SiO_3 reacted with leached silica and alumina from FA and RAP and with free calcium from FA and RAP; hence the coexistence of N-A-S-H gel and C-A-S-H products. Therefore, the 7-day UCS values of RAP-FA geopolymers increase with decreasing NaOH/Na_2SiO_3 ratio. TCLP results demonstrated that there is no environmental risk for both RAP-FA blends and RAP-FA geopolymers in road construction. The geopolymer binder reduces the leaching of heavy metal in RAP-FA mixture. The outcomes from this research will promote the move toward increased applications of recycled materials in a sustainable manner in road construction.
机译:在这项研究中,研究了使用再生沥青路面(RAP)和粉煤灰(FA)地聚合物作为可持续路面材料的低碳稳定方法。液体碱性活化剂(L)是硅酸钠(Na_2SiO_3)和氢氧化钠(NaOH)的混合物,高钙FA被用作合成FA-RAP地质聚合物的前体。研究了RAP-FA共混物和RAP-FA地聚合物的无侧限抗压强度(UCS),并将其与泰国国家道路当局的要求进行了比较。重金属的可教性通过毒性特征浸出程序(TCLP)进行测量,并与国际标准进行比较。 RAP-FA混合物的扫描电子显微镜(SEM)分析表明铝酸钙(硅酸盐)水合物(C-A-S-H)形成,这是由于RAP中的高钙与FA中的高二氧化硅和氧化铝之间的反应所致。在固化的前7天检测到NaOH / Na_2SiO_3 = 100:0时RAP-FA地聚合物的低地聚产物(N-A-S-H),因此其UCS低于RAP-FA共混物。在各种NaOH / Na_2SiO_3比下,RAP-FA地聚合物的28天UCS显着高于RAP-FA共混物的UCS,这可以归因于地聚反应的发展。在Na_2SiO_3的输入下,Na_2SiO_3的高溶解度二氧化硅与FA和RAP的浸出二氧化硅和氧化铝以及FA和RAP的游离钙发生反应。因此,N-A-S-H凝胶和C-A-S-H产品共存。因此,RAP-FA地聚合物的7天UCS值随着NaOH / Na_2SiO_3比值的降低而增加。 TCLP结果表明,道路施工中RAP-FA混合物和RAP-FA地质聚合物均无环境风险。地质聚合物粘合剂可减少RAP-FA混合物中重金属的浸出。这项研究的结果将促进以可持续方式在道路建设中增加回收材料的应用。

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  • 来源
    《The Science of the Total Environment》 |2016年第15期|19-26|共8页
  • 作者单位

    School of Civil Engineering, Suranaree University of Technology, 111 University Avenue, Muang District, Nakhon Ratchasima 30000, Thailand;

    School of Civil Engineering, Suranaree University of Technology, 111 University Avenue, Muang District, Nakhon Ratchasima 30000, Thailand ,Center of Excellence in Innovation for Sustainable Infrastructure Development Suranaree University of Technology, Thailand;

    Department of Civil Engineering, Mahanakorn University of Technology, Thailand;

    School of Civil Engineering, Suranaree University of Technology, 111 University Avenue, Muang District, Nakhon Ratchasima 30000, Thailand ,Center of Excellence in Civil Engineering, Suranaree University of Technology, Thailand;

    Department of Civil and Construction Engineering, Swinburne University of Technology, Victoria 3122, Australia;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Recycled asphalt pavement; Geopolymer; Microstructure; Pavement structure; Leachate analysis; Heavy metals;

    机译:再生沥青路面;地聚合物微观结构路面结构;渗滤液分析;重金属;

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