Stepwise Regression Arithmetic and its Application on Slope Safety Monitoring

Article Preview

Abstract:

Considering the effect of time, rainfall and temperature on slope deformation, deformation factors and expressions were deeply analyzed. Statistical regression model of slope deformation was established by Matlab software and stepwise regression algorithm, thus slope deformation can be regression analyzed and predicted. Through analyzing the deformation monitoring data of a hydropower station spillway left high slope, the result showed that statistical regression values of slope deformation are in good agreement with measured values, multiple correlation coefficients were good and the residual standard deviations were small. This model can reflect slope deformation and trend. It provided guidelines to analyze on security status and prediction of deformation trend with great practical value.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

2859-2864

Citation:

Online since:

October 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Dong Jianguo, Zhao Xihong. High-rise building foundation —theory and practice[M]. Shanghai: Tongji University Press, 1997. (in Chinese)

Google Scholar

[2] Liu Handong. Timing prediction theory and method of slope instability[M].Zhengzhou: Yellow River Water Conservancy Press, 1996. (in Chinese)

Google Scholar

[3] Zheng Dongjian, Gu Chongshi, Wu Zhongru. Chinese Journal of Rock Mechanics and Engineering, 2005,24(17): 3180-3184. (in Chinese)

Google Scholar

[4] Liu Xiaowei, Liu Gao, Zhan Wenwu, Han Wenfeng. Chinese Journal of Rock Mechanics and Engineering. 2003, 22 (Z2) :2715~2718. (in Chinese)

Google Scholar

[5] Li Di, Xiao Hanjiang, Cui Jianhua, Shan Liang. Advances in Science and Technology of Water Resources, 2005,25 (2) :14~16. (in Chinese)

Google Scholar

[6] Chen Xiaopeng, Zhang Yongqiang, Liu Dawen. Chinese Journal of Rock Mechanics and Engineering, 2008, 27 (Z2) :3673~3679. (in Chinese)

Google Scholar