Back-Analysis on Initial Ground Stress of Underground Workshop Region of Shenzhen Pumped Storage Power Station

Article Preview

Abstract:

Abstract. This article based on the underground workshop region of the Shenzhen pumped storage power station, carrying on back-analysis for the initial geostress field of the region of station with method of this article, and then we can obtained the actual initial ground stress.This article based on the measured ground stress data, a 3D non-linear finite element back analysis numerical model for ground stress is set up and the landforms is simulated. This thesis has used ANSYS to do finite element calculation for rocks and soils, the corresponding sample of neural network have been gained. By setting the parameters, the neural network is optimized, then the network is trained with the optimized result. Finally, the initial ground stress field is back-analyzed with in-situ measured stress values. The result is compared with measured value, which meets the requirement for accuracy, showing the reasonabilily of the rock ground stress field obtained.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1634-1637

Citation:

Online since:

May 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] GUO Huai-zhi, MA Qi-chao, XU Xi-cheng, et al. The analytical method of the initial stress field for rock masses[J]. Chinese Journal of Geotechnical Engineering, 1983, 5(3): 64-75. (in Chinese)

Google Scholar

[2] JIANG Zhong-ming, XU Wei-ya, SHAO Jian-fu. ANN-Based 3-D back analysis of initial stress in rock masses[J]. Journal of Hehai University (Natural Sciences ), 2002, 30(3): 52-56. (in Chinese)

Google Scholar

[3] ZHU Bo-fang. Back analysis of initial stresses in rock masses[J]. Journal of Hydraulic Engineering, 1994, (10): 30-35. (in Chinese)

Google Scholar

[4] YI Da, XU Ming-yi, CHEN Sheng-hong, GE Xiu-run. Applieation of artifieial neural network to baek analysis of initial stress field of roek masses[J]. Rock and Soil Mechanics, 2004, 25(6): 943-946. (in Chinese).

Google Scholar

[5] YANG Lin-de. Back analysis theory and engineering of geotechnical problems[M]. Beijing: Science Press, 1999. (in Chinese)

Google Scholar

[6] QI De-hu, KANG Ji-chang. On Design of the BP Neural Network[J]. Computer Engineering And Design. (in Chinese)

Google Scholar