Study on Solidification Mechanism of Chloride Salt in Base Course Material of Cement-Fly-ash-Flushed-by-Seawater

Article Preview

Abstract:

Through analyzing the influence of different slat content on the microstructure of cement and fly-ash-flushed-by-seawater binder, the solidification mechanism of salt added cement and fly-ash-flushed-by-seawater binder is investigated. The Scanning Electron Microscope test, X-Ray diffraction and theoretical analysis method are adopted to study the performance and the microstructure of cement and fly-ash-flushed-by-seawater, and to analyze the solidification mechanism of chloride in the mixture. When content of the chloride ions is added to the cement and fly-ash-flushed-by-seawater binder, a new kind of crystal-Friedel can be generated in the age of 7d and 28d. According to the unconfined strength test on the specimens which contain 0.5% chloride ions, the strength is high in 7d, highest in 28d. The chloride ions of the fly-ash-flushed-by-seawater can be solidified in the cement and fly-ash-flushed-by-seawater binder, which can increase the strength of the binder.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 236-238)

Pages:

755-761

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Kayyali O A.Free and water soluble chloride in concrete[J].Cement and Concrete Research, 1995 ,25(4):531-542.

DOI: 10.1016/0008-8846(95)00042-b

Google Scholar

[2] Bao Longsheng.The study of the fly-ash-flushed-by-seawater used in the road subbase course [D].Xi'an:The Highway Faculty of Chang'an University, 2008.

Google Scholar

[3] Bao Longsheng.Research on the application of cement fly-ash-drained-by-seawater stabilized aggregate for roadway basic layer[J]. Journal of Shenyang Jianzhu University:Natural Science,2008,24(4):567-571.

Google Scholar

[4] Bao Longsheng.Study on key techniques index for construction of base course with cement fly-ash-flushed-by-seawater stabilized crushed-stones[J].Journal of Shenyang Jianzhu University:Natural Science,2008,24(5):753-756.

DOI: 10.1166/asl.2011.1624

Google Scholar

[5] Bao Longsheng.Study on the mixture ratio design of construction of subbase with cement fly-ash-flushed-by-seawater stabilized crushed-stone [J].Journal of Shenyang Jianzhu University:Natural Science,2008,24(6):945-948.

Google Scholar

[6] Bakkar W T.Production of properties of fly ash[C]//Utilization of Ash Workgroup. North Dakota:University of North Dakota Grand forks,1987:13-15.

Google Scholar

[7] Brown P W.The distributions of bound sulfates and chlorides in concrete subjected to mixed NaCl,MgSO4,Na2SO4 attack[J].Cement and Concrete Research,2000(30):1535-1742.

DOI: 10.1016/s0008-8846(00)00386-0

Google Scholar

[8] Joshi R C.Relationship between pozzolanic activity and chemical and physical of selected canadian fly ashes [J].Materials Research Society Symposia Proceedings,1997(86):91-97.

Google Scholar

[9] Hilmi A.Microstructure development of stabilized fly ash as pavement base material [J].Journal of Materials in Civil Engineering,2000 (2):157-163.

Google Scholar

[10] Xu Y.The influence of sulphates on chloride binding and pore solution chemisrty[J].Cement and Concrete Research,1997,27(12):1841-1850.

DOI: 10.1016/s0008-8846(97)00196-8

Google Scholar