Study on Grout Permeation Model of an Equipment for Grouting in Roller Compacted Concrete

Article Preview

Abstract:

Based on cylindrical diffusion theory and characteristics of enriched vibrated Roller Compacted Concrete (RCC), a model of grout permeation was established. According to this model and generalized Darcy’s law, a formula was deduced, which shows the relationship among diffusion radius of grout, grouting pressure, radius of grouting pipe, construction time, viscosity of grout, permeability coefficient of RCC, porosity of RCC and rheological index of grout, computing steps by this formula were presented, and results of computing grout diffusion radius for an equipment of grouting in Roller Compacted Concrete was given, which was developed for construction of RCC dam at Tingzikou hydraulic power station.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 287-290)

Pages:

2840-2843

Citation:

Online since:

July 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Zhigang Gu, Dongcheng Zhang, Hongwei Luo: China Electric Power Press, 2007:1-134.(In Chinese)

Google Scholar

[2] Dodd A: International Journal on Hydropower and Dams,2001,8(3):70-71.

Google Scholar

[3] Deible Jared, Rizzo Paul, Herweynen Richard, Stratford,Colleen: International Water Power and Dam Construction,2010,62(8):16-19.

Google Scholar

[4] Hongyun Liu: Beijing: China Water Power Press,2007:204-236. (In Chinese)

Google Scholar

[5] Yanming Zhang, Shengpei Wang, Luosheng Pan: China Water Power Press,2006:23-145. (In Chinese)

Google Scholar

[6] Chetan Hazaree, Halil Ceylan, Kejin Wang: Construction and Building Materials, 2011,25(1): 313-319.

Google Scholar

[7] Peiwei Gao, Shengxing Wu, Pinghua Lin, Zhongru Wu, Mingshu Tang: Construction and Building Materials,2006,20:586-590.

Google Scholar

[8] M.Saric-Coric, K.H. Khayat, A.Tagnit-Hamou: Cement and Concrete Research, 2003, 33(12): 1999-2008.

DOI: 10.1016/s0008-8846(03)00214-x

Google Scholar

[9] Shunjin Zhang: Central South University,2007. (In Chinese)

Google Scholar

[10] Wenjun Ruan: Chinese Journal of Geotechnical Engineering, 2005,27(1):67-73. (In Chinese)

Google Scholar

[11] Wenjun Ruan:Chinese Journal of Rock Mechanics and Engineering,2005,15(24):2709-2714. (In Chinese)

Google Scholar

[12] Thomas Kasper, Gunther Meschke: Computers and Geotechics,2006,33(4-5):234-247.

Google Scholar

[13] Babak Nikbakhtan, Morteza Osanloo: International Journal of Rock Mechanics & Mining Sciences,2009,46(3):498-505.

Google Scholar

[14] Dan Liu, Fengxiang Liu, Shuping Ye: Shanxi Architecture, 2006,32(3):103-104. (In Chinese)

Google Scholar

[15] Xiuzhu Yang, Jinshan Lei, Linong Xia, Xinghua Wang: Rock and Soil Mechanics, 2005, 26(11): 1083-1086. (In Chinese)

Google Scholar

[16] Ping Yang, Yiqun Tang, ZhenBin Peng, An Chen: Chinese Journal of Geotechnical Engineering, 2006,28(12): 2134-2138. (In Chinese)

Google Scholar

[17] GB/T 50123—1999, Standard of soil test method[S]. (In Chinese)

Google Scholar