4.6 Article

Circulation Fluidized Bed Combustion Fly Ash as Partial Replacement of Fine Aggregates in Roller Compacted Concrete

期刊

MATERIALS
卷 12, 期 24, 页码 -

出版社

MDPI
DOI: 10.3390/ma12244204

关键词

Circulating fluidized bed combustion technology; SEM; XRD; sulfate resistance; green materials

资金

  1. Ministry of Science and Technology (MOST) in Taiwan [MOST 108-2221-E-197-006]
  2. Polish National Agency for Academic Exchange w under the International Academic Partnership Programme within the framework of the grant: E-mobility and sustainable materials and technologies EMMAT
  3. ERANet-LAC 2nd Joint Call - National Centre for Research and Development in Poland

向作者/读者索取更多资源

Recently, many people around the world have been concerned with environmental protection and sustainability. The goal of various countries' research has been focused on how to regenerate existing resources. Circulation fluidized bed combustion (CFBC) technology is one of the emerging combustion technologies for electricity generation and produces more than 800,000 tons of CFBC fly ash (CFA) per year for combustion. CFA has been widely applied in cement additive, new building materials and cement-based materials. The goal of this study was to discuss the engineering properties of roller-compacted concrete containing CFA. Test subjects included compressive strength, flexural strength, absorption, setting time, unit weight, sulfate resistance, SEM microscopic observations and XRD ingredient analysis. Test results indicate the following: (1) using CFA as a substitute of fine aggregates up to 10 wt.% would improve the development of later flexural strength; (2) the increases in pre-pressure would increase the compressive strength and unit weight and decrease absorption; (3) using CFA would reduce the initial setting time by 30%-60% and reduce the final setting time by 16%-20%; (4) using CFA would reduce the absorption; (5) using CFA would reduce the unit weight by 0.5%-2.8%, and the increases in pre-pressure would increase the unit weight by about 0.9%-2.1%; (6) CaO in CFA helps to improve sulfate resistance; (7) scanning electron microscopy (SEM) observation shows that the increases in pre-pressure would reduce the pores; and (8) X-ray diffraction (XRD) analysis shows that the inclusion of CFA would increase the content of Ca(OH)(2) in concrete.

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