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Open Access

TBM Data Preprocessing and Characteristic Parameter Analysis Based on Dianzhong Water Diversion Project

Yun Sun1, Yunpei Zhang2( ), Lipeng Liu2, Pengyu Li3, Shuangjing Wang2
Yunnan Dianzhong Water Diversion Engineering Co., Ltd., Kunming, 650000, China
China Institute of Water Resource and Hydropower Research, Beijing 100048, P. R. China
China Railway Engineering Equipment Group Co., Ltd., Zhengzhou 450016, P. R. China
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Abstract

TBM(Full Face Rock Tunnel Boring Machine)collects a large amount of data in the excavation process. However, due to the mechanism of PLC data collection, the original data is large-scale and contains miscellaneous information. Based on this, through the standardized data preprocessing, this paper preliminarily divides the original data into different boring section by the threshold setting and standard deviation division, and then carries out noise reduction and filtering, classifies the abnormal data to improve the quality of data. Based on the processed data, this paper analyzes the characteristic parameters field penetration index(FPI)and torque penetration index(TPI), studies the correlation between characteristic parameters and surrounding rock geological conditions. The results show that the data preprocessing program can better divide the boring section. The characteristic parameters have a high correlation with the geological conditions of surrounding rock. It can preliminarily judge the abnormal working conditions encountered by TBM such as stuck machine and weak surrounding rock through the threshold.

CLC number: TV554 Document code: A Article ID: 1673-0836(2023)02-0594-15

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Chinese Journal of Underground Space and Engineering
Pages 594-608

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Cite this article:
Sun Y, Zhang Y, Liu L, et al. TBM Data Preprocessing and Characteristic Parameter Analysis Based on Dianzhong Water Diversion Project. Chinese Journal of Underground Space and Engineering, 2023, 19(2): 594-608. https://doi.org/10.20174/j.juse.2023.02.026

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Received: 13 January 2023
Published: 01 April 2023
© 2023 Chinese Journal of Underground Space and Engineering

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).