The Research and Comparing Test on Calcium Carbonate-Acid Water Glass Grouting Material

Article Preview

Abstract:

The change law of gel time of calcium carbonate-acid water glass grouting material with the content of calcium carbonate is researched in this paper. But the gel time does not increase evenly with reduction calcium carbonic reducing. It increases suddenly because there is sudden exceeding range with the solution pH value increasing. Meanwhile, the change relation of strength of pure gelation with suitable gel time and time is measured. Firming sand strength experiment is conducted by the better mixture ratio. The strength of pure gelation body increases with the time and the content of calcium carbonate increasing. It is closely related with the reaction mechanism of calcium carbonate-acid water glass. The active Ca2+ in this system can react with a series of silicate ion to form silicate precipitate which is filled with colloid and forming skeletonation. And the correlation between firming sand strength and the calcium carbonic acid content is non-significant. Finally, the contrast test of the water glass-glyoxal is done, which is the preparation for the subsequent engineering application.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

635-640

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] CROCE P, MODONI G . Ground Improvement. 11(2007)11-9.

Google Scholar

[2] COULTE S, MARTIN C D. Tunnelling and Underground Space Technology. 21(2006)690-695.

Google Scholar

[3] Shuo-zhong JIANG. Journal of Yangtze River Scientific Research Institute(in Chinese). 10(2003)26-28.

Google Scholar

[4] Tong-chun HAN. Scientific Research Water transport and water conservancy(inChinese). 9(1999) 270-272.

Google Scholar

[5] Xue LI. Journal of Chemical Industry and Engineering(in Chinese). 2 (2007)503-505.

Google Scholar

[6] DAVIDOVITS J, COMRIC D C, etal. Concr Int, , 12(1990) 30–40.

Google Scholar

[7] Hao CHEN. Journal of Yangtze River Scientific Research Institute. 12(2000)84-86.

Google Scholar

[8] Qi YIN . Journal of Building Materials. 3(2002) 13-15.

Google Scholar

[9] Ying-bing WANG. Journal of Yangtze River Scientific Research Institute. 12(2000) 32-34.

Google Scholar

[10] Yue-guo WANG. Rock and Soil Mechanics. 10(2003)496-498.

Google Scholar

[11] MILANESI C A , BATIC O R. Cement and Concrete Research. 24 (1994) 1073- 1083.

Google Scholar