Inversion Analysis Based on the Unloading Rock Mass of Underground Powerhouse Monitoring Achievements of Jin Ping Cascade II Hydropower Station

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Abstract:

On the basis of unloading rock mass theory, we identify the excavated rock mass parameters by means of neural network training in each step, in which the subjective factors of the parameters selected process have largely been decreased. Through inducing the parameters of inversion into two -dimensional modeling, we aim to do the numerical simulation computing in various conditions. By comparison, the calculated displacement trend of the measuring points following the multi-point extensometers is basically identical with the monitoring displacement trend.

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Periodical:

Advanced Materials Research (Volumes 430-432)

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1455-1459

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Online since:

January 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Jianchun Zhou, Qin Wei, Guang-dong Liu. Back analysis on rock mechanics parameters for highway tunnel by BP neural network method [J], Chinese Journal of Rock Mechanics and Engineering, 2004, 23 (6): 941-945, in Chinese.

Google Scholar

[2] Wei Gao, Mingcheng Yang, Yingren Zheng. Identification of Collapse Type of Surrounding Rock Mass of Tunnels Using Evolutionary Neural Network [J]. Rock and Soil Mechanics, 2002, 23 (6): 691-694, in Chinese.

Google Scholar

[3] Jianlong Feng, Mengxi Zhang. BP Neural Networks Applied to Displacement Back-Analysis for Two-Arch Tunnel, Journal of Shanghai University (Natural Science), 2005, 11 (3): 293-302, in Chinese.

Google Scholar

[4] Linsheng Xu. Prediction of Nerve Network on Surrounding Rock Deformation in Tongyu Highway Tunnel [J]. Geotechnical Engineering Technique, 2004, 18 (3): 122-125, in Chinese.

Google Scholar

[5] Hui Wang, Jianping Chen, Daohong Qiu, Jinsheng Que. Study of Prediction in Surrounding Rock Pressure [J], Chinese Journal of Underground Space and Engineering, 2009, 5 (2): 273-276.

Google Scholar

[6] Annan Jiang, Xiating Feng, Hongliang Liu. Intelligent Optimization of Anchoring Parameters for Large Underground Houses Based on Three Dimensional Numerical Simulation [J], Chinese Journal of Rock Mechanics and Engineering, 2004, 23 (10): 1700-1705, in Chinese.

Google Scholar

[7] Runke Huo, Liu Handong Liu. An Application of Neural Network to Surrounding Rock Stability Classification [J], Journal of North China Institute of Water Conservancy and Hydroelectric Power, 1998, 02, in Chinese.

Google Scholar

[8] Zhihong Dong, Xiuli Ding, Bo Lu, Feng Zhang, Lian Zhang. Displacement Back Analysis of Rock Mechanical Parameters of Large-scale Underground Powerhouse with Unloading Surrounding Rock mass, Rock and Soil Mechanics, 20008, 06, in Chinese.

Google Scholar