BP神经网络在TBM掘进性能预测中的应用

Chao Wan, S. Qiao, Hongzhong Liu
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引用次数: 0

摘要

隧道掘进机的掘进性能是影响其掘进效果和掘进效率的关键因素。本文以深圳地铁6号线二期民乐停车场TBM隧道工程为研究对象,采用BP神经网络方法,选取30组工程实例样本数据,对TBM的掘进性能进行预测。分别得到了侵彻量、刀盘推力和刀盘扭矩的预测曲线,并分析了现有的变化规律。同时,将BP神经网络预测结果与回归分析和现场实测结果进行对比,验证BP神经网络预测算法的合理性和适用性。结果表明:(1)BP神经网络预测算法误差小于3%,总体结果表明该方法适用于TBM掘进参数预测;(2)与回归分析的预测结果相比,误差较小,因此在一定程度上,BP神经网络预测算法具有更高的精度,可为类似地质条件下试验预测TBM掘进性能提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Application of BP Neural Network in TBM Tunneling Performance Prediction
The tunneling performance of Tunnel Boring Machine (TBM) is the key factor to affect its excavation effect and efficiency. This paper is based on the TBM tunnel project of Minle parking lot of Shenzhen Metro Line 6 phase II, using BP neural network and selecting 30 groups of sample data from the project cases as the research aims to predict the tunneling performance of TBM. The prediction curves corresponding to penetration, cutterhead thrust and cutterhead torque are obtained respectively, and the existing change rules are analyzed. At the same time, the prediction results of BP neural network are compared with the results of regression analysis and field measurement to verify the rationality and applicability of the BP neural network prediction algorithm. The results show that: (1) the error of BP neural network prediction algorithm is less than 3%, the overall results show that the method is suitable for TBM tunneling parameters prediction; (2) compared with the prediction results of regression analysis, it has smaller error, thus to a certain extent, BP neural network prediction algorithm has higher accuracy, which can provide reference for the prediction of TBM tunneling performance under similar geological conditions test. 
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