4.7 Article

Fresh and hardened properties of ultra-high performance concrete incorporating coal bottom ash and slag powder

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 131, 期 -, 页码 459-466

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2016.10.109

关键词

Ultra High Performance Concrete (UHPC); Hydration; Physical properties; Shrinkage; By-products; Waste management

资金

  1. R&D Program of the Korea Railroad Research Institute, Republic of Korea
  2. Construction Technology Research Program by Ministry of Land, Infrastructure and Transport Affairs of Korean Government [16SCIP-B103706-02]
  3. Chosun University
  4. Korea Agency for Infrastructure Technology Advancement (KAIA) [103734] Funding Source: Korea Institute of Science & Technology Information (KISTI), National Science & Technology Information Service (NTIS)
  5. National Research Council of Science & Technology (NST), Republic of Korea [PK1702A] Funding Source: Korea Institute of Science & Technology Information (KISTI), National Science & Technology Information Service (NTIS)
  6. National Research Foundation of Korea [22A20152713248] Funding Source: Korea Institute of Science & Technology Information (KISTI), National Science & Technology Information Service (NTIS)

向作者/读者索取更多资源

This experimental research addresses the physical properties of eco-friendly Ultra High Performance Concrete (UHPC) incorporating industrial by-products including coal bottom ash, fly ash and two types of slag powder. Slump flow, compressive strength development, porosity, setting time, autogenous shrinkage and thermogravimetric analysis of UHPC are characterized. The experimental results indicate that coal bottom ash and fly ash are promising industrial by-products by effectively replacing silica powder in UHPC without significant losses in workability and strength development. It is revealed that normal-sized and finer-sized ground granulated blast furnace slag can be effectively used without additional activator to partially substitute cement and silica fume, respectively, which results in enhanced workability and comparable compressive strength, albeit relatively slow strength development. Furthermore, it is found that the adoption of various forms of industrial by-products in UHPC does not play a significant role in affecting autogenous shrinkage, porosity and capillary water absorption of UHPC. (C) 2016 Elsevier Ltd. All rights reserved.

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