Uniform Design and its Application in Grouting Simulation Experiment

Abstract:

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The uniform design is a new design method for investigating the experiment with many factors and levels, which can get enough experiment information with less experiment times. The advantages of uniform design are introduced in the paper, it can seek experimental points to be uniformly scattered in the experimental domain, which reduce experiment times greatly and get good experiment results. The new polymeric grouting experiment is designed by uniform design and the experiment data has been studied by regression analysis. It is proved that distinct influencing factor on grout diffusion radius are grouting pressure and permeability, but the influences of grouting time and grout temperature are smaller, their relation has been obtained through regression analysis, uniform design is efficient and credible method of experimental design by the experiment results.

Info:

Periodical:

Advanced Materials Research (Volumes 255-260)

Edited by:

Jingying Zhao

Pages:

4181-4185

DOI:

10.4028/www.scientific.net/AMR.255-260.4181

Citation:

Q. Liu et al., "Uniform Design and its Application in Grouting Simulation Experiment", Advanced Materials Research, Vols. 255-260, pp. 4181-4185, 2011

Online since:

May 2011

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Price:

$35.00

[1] Zhigan Zhang: Origin of karst theoretical works on karst(Guangxi Normal University Press, Guilin 2006), in Chinese.

[2] MENG Yan, LEI Mingtang: Carsologica Sinica Vol. 22(2003), pp.287-292, in Chinese.

[3] JIANG Yun, WANG Lansheng: Chinese Journal of Rock Mechanics and Engineering Vol. 21(2002), pp.1319-1323, in Chinese.

[4] Shucai Li, Shuchen Li, Qingsong Zhang, et al.: Chinese Journal of Rock Mechanics and Engineering Vol. 26(2007), pp.218-225, in Chinese.

[5] Wei Zeng, Mingqing Zhang: Journal of Railway Engineering Society Vol. (2005), pp.60-65, in Chinese.

[6] Aizhong Lu, Binsong Jiang: Inverse problem of rock mechanics(China Coal press, Beijing 1998), in Chinese.

[7] Kaitai Fang, Lin, D. K. J, Winker. Uniform Design: Technometrics Vol. 42(2000) pp.101-114.

[8] Hongge Ni, Fenghua Sun, Xiuzhu Yang, et al.: Chinese Journal of Rock Mechanics and Engineering Vol. 24(2005), pp.1242-1247, in Chinese.

[9] Runze Li, Lin, D. K. J, Yan Chen: International Journal of Materials & Product Technology Vol. 20(2004) pp.101-114.

[10] Yizeng Liang, Kaitai Fang, Qingsong Xu: Chemometrics and Intelligent Laboratory System Vol. 58(2001) pp.43-57.

[11] Weijun Ruan, Weichen Wang, Anbing Hu: Chinese Journal of Geotechnical Engineering Vol. 23(2001) pp.212-216, in Chinese.

[12] Anbing Hu, Huiwen Xu, Min Yang: Chinese Journal of Geotechnical Engineering Vol. 27(2005) pp.210-213, in Chinese.

[13] Ming Tang, Jiukun Li, Ling Yan: Quality Engineering Vol. 16(2004) pp.461-474.

[14] Xiaoping Zhang, Xiaohua Liu, Xiaomeng Zhang: Rock and Soil Mechanics Vol. 25(2004) pp.1323-1326, in Chinese.

[15] Ping Yang, An Chen: Exploration Engineering Vol. 3(2006) pp.9-11, in Chinese.

[16] Linde Yang, Hehua Zhu, Ziliang Feng, et al.: The theory and practice of back analysis in geotechnical engineering(Science Press, Beijing 1998), in Chinese.

[17] Hua Tang, Guicai Shi, Xiurun Ge, et al.: Chinese Journal of Rock Mechanics and Engineering Vol. 25(2006) pp.2017-2022, in Chinese.

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