The effects of elevated temperature on cement paste containing GGBFS

Cement and Concrete Composites

Volumn 30, Issue 10, 2008, Pages 992-999

  Wang, H Y ^a  

^a NATIONAL KAOHSIUNG UNIVERSITY OF APPLIED SCIENCES   (Taiwan)

Author keywords

Compressive strength; Elevated temperature; Ground granulated blast furnace slag (GGBFS); High performance concrete (HPC); Water to binder ratio (W B)

Indexed keywords

BINDERS; BLAST FURNACES; CEMENTS; COMPRESSIVE STRENGTH; CONCRETE ADDITIVES; CONCRETE CONSTRUCTION; EXPLOSIVES; FIRE PROTECTION; FIRE RESISTANCE; FIREPROOFING; FLOW OF GASES; FURNACES; GAS BURNERS; HIGH PERFORMANCE LIQUID CHROMATOGRAPHY; METAL REFINERIES; METALLURGICAL FURNACES; SLAGS; STRENGTH OF MATERIALS;

CEMENT PASTES; CEMENTITIOUS MATERIALS; CHEMICAL ADMIXTURES; COMPRESSIVE STRENGTH OF CONCRETES; CONCRETE PROPERTIES; ELEVATED TEMPERATURE; ELEVATED TEMPERATURES; EXTREME TEMPERATURES; FIRE RESISTANTS; GROUND GRANULATED BLAST FURNACE SLAG (GGBFS); GROUND GRANULATED BLAST FURNACE SLAGS; HIGH PERFORMANCE CONCRETE (HPC); HIGH PERFORMANCE CONCRETES; SUPER PLASTICIZERS; TEST SPECIMENS; W/B RATIOS;

CONCRETES;

EID: 55649094437     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconcomp.2007.12.003     Document Type: Article

References (12)

1. Ravindrarajah RS, Lopez R, Reslan H. Effect of elevated temperature on the properties of high-strength concrete containing cement supplementary materials. In: The 9th international conference on durability of building materials and components, 17-20, Brisbane, Australia; 2002.
2. Muszynski L.C., and Gulas S. Fire resistance and performance of alternative concrete wall systems. J Constr Educat 6 3 (2001) 146-154
3. Mindess S., and Young J.F. Concrete (1981), Prentice-Hall, Inc., Englewood Cliffs, NJ
4. Rajamane NP, Annie Peter J, Dattatreya JK, Neelamegam M, Gopalakrishnan S. Improvement in properties of high performance concrete with partial replacement of cement by ground granulated blast furnace slag. In: Journal CV, vol. 84. The Institution of Engineers (India), IE (I); 2003. p. 38-42.
5. Nassif A.Y., Rigden S.R., and Burley E. A new quantitative method for assessing fire-damaged concrete structures. Magaz Concr Res 47 172 (1995) 271-278
6. Wang H.Y., and Hwang C.L. The influences of the elevated temperature to the property of fly-ash cement paste. Sci Mater 3 29 (1997) 167-176
7. Huang J, Zheng A. The stipulation and construction standard of domestic and foreign fly ash concrete application, fly ash to the concrete project the reasonable utilization. 2000. p. 81-9.
8. Swamy RN. Design for durability and strength through the use of fly ash in concrete. ACI Special Publication, vol. 171; 1997. p. 1-72.
9. Hooton RD, Emery JJ. Glass content determination and strength development predictions for vitrified blast furnace slag, fly ash, silica fume and other mineral by-products in concrete. American Concrete Institute; 1983. p. 943-62 [Ref. 6].
10. Hwang C.L. High performance concrete theory and practice. James Publisher (2005)
11. Holtz K, Eighmy TT. Scanning European advances in the use of recycled materials in highway construction. In: US Department of Transportation, Federal Highway Administration, Public Road, vol. 64(1); 2000.
12. Taiwan Environmental Protection Administration Report, 2003. .