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An experimental evaluation of High V...
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Theodorou, Anthony Lloyd.
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An experimental evaluation of High Volume Fly Ash (HVFA) structural concrete made from recycled aggregate.
紀錄類型:
書目-語言資料,印刷品 : Monograph/item
正題名/作者:
An experimental evaluation of High Volume Fly Ash (HVFA) structural concrete made from recycled aggregate./
作者:
Theodorou, Anthony Lloyd.
面頁冊數:
94 p.
附註:
Adviser: K. Sobhan.
Contained By:
Masters Abstracts International46-05.
標題:
Engineering, Civil. -
電子資源:
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1452695
ISBN:
9780549522263
An experimental evaluation of High Volume Fly Ash (HVFA) structural concrete made from recycled aggregate.
Theodorou, Anthony Lloyd.
An experimental evaluation of High Volume Fly Ash (HVFA) structural concrete made from recycled aggregate.
- 94 p.
Adviser: K. Sobhan.
Thesis (M.S.)--Florida Atlantic University, 2008.
Three vital factors, namely environmental protection, savings in costs, and strength/durability benefits, make it advantageous to incorporate fly ash of controlled quality and composition in all concrete made from construction demolition (C&D) recycled aggregate. The specific objective of this research was to compare the performance characteristics of High-Volume-Fly-Ash (HVFA) structural concrete containing C&D aggregate with that of normal recycled aggregate concrete containing no fly ash.
ISBN: 9780549522263Subjects--Topical Terms:
783781
Engineering, Civil.
An experimental evaluation of High Volume Fly Ash (HVFA) structural concrete made from recycled aggregate.
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94 p.
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Adviser: K. Sobhan.
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Source: Masters Abstracts International, Volume: 46-05, page: 2778.
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Thesis (M.S.)--Florida Atlantic University, 2008.
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Three vital factors, namely environmental protection, savings in costs, and strength/durability benefits, make it advantageous to incorporate fly ash of controlled quality and composition in all concrete made from construction demolition (C&D) recycled aggregate. The specific objective of this research was to compare the performance characteristics of High-Volume-Fly-Ash (HVFA) structural concrete containing C&D aggregate with that of normal recycled aggregate concrete containing no fly ash.
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A coordinated experimental program was undertaken which comprised of (1) Compressive and Split Tensile strength tests; (2) ASTM durability tests by measuring resistance to chloride-ion penetration; and (3) Flexural strength tests on reinforced concrete beam specimens. Three mix designs were used, all of which had the same water/cement ratio of 0.45 and the same amount of recycled aggregate/yd3. Mix 1 contained cement and no fly ash, Mix 2 contained 16% replacement of cement by weight, and Mix 3 contained 40% replacement of cement, called a HVFA mix. Results indicate that fly ash increases compressive strength, improves both moment carrying capacity and tension resistance, and increases resistance to chloride-ion attack.
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