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首页> 外文期刊>Automation in construction >Use of deep learning, denoising technic and cross-correlation analysis for the prediction of the shield machine slurry pressure in mixed ground conditions
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Use of deep learning, denoising technic and cross-correlation analysis for the prediction of the shield machine slurry pressure in mixed ground conditions

机译:利用深度学习,去噪与屏蔽机浆料压力预测混合地区条件下的技术和互相关分析

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摘要

Tunnel face stability constitutes a significant challenge for shield tunneling in urban areas. The use of a slurry pressure balanced shield machine in mixed ground conditions containing mudstone is generally disturbed by clogging, which results in noises and large fluctuations in the tunnel face pressure. These fluctuations add difficulties to the prediction of the slurry pressure. This paper proposes a denoising method to overcome this difficulty. This method is combined with variational mode decomposition and detrended fluctuation analysis. The method is coupled with cross-correlation analysis (CCA) and a long short-term memory (LSTM) network to predict the tunnel face pressure using both tunneling parameters and geological data as input. The paper proposes a predictive strategy that separates the trend component and fluctuation component from the denoised tunneling data via CCA. Two LSTM-based predictors are presented and combined for the development of a new modeling strategy. The performances of the proposed strategy are illustrated through an application to the Nanning metro. The LSTM model with the proposed strategy gave excellent results in both mudstone and round gravel grounds with an overall R2 value of 0.9974. The paper also presents a comparison of the proposed model with some traditional models as well as a discussion on the importance of input features in different ground conditions.
机译:隧道面稳定性构成了城市地区盾构隧道的重大挑战。在含有泥岩的混合地条件下使用浆料压力平衡屏蔽机通常通过堵塞受到干扰,这导致隧道面压的噪声和大波动。这些波动增加了预测浆液压力的困难。本文提出了一种克服这种困难的去噪方法。该方法与变分模式分解组合和贬值波动分析。该方法与互相关分析(CCA)和长短期存储器(LSTM)网络耦合,以使用隧道参数和地质数据作为输入来预测隧道面压。本文提出了一种预测策略,其通过CCA将趋势分量和波动分量与去噪隧道数据分开。提出了两个基于LSTM的预测因子并组合了开发新的建模策略。拟议策略的表演通过应用于南宁地铁来说明。具有所提出的策略的LSTM模型在泥岩和圆形砾石地面具有出色的总体率,整体R2值为0.9974。本文还提出了拟议模型与一些传统模型的比较,以及对不同地面条件中输入特征的重要性的讨论。

著录项

  • 来源
    《Automation in construction》 |2021年第8期|103741.1-103741.16|共16页
  • 作者单位

    Tongji Univ Sch Civil Engn Shanghai 200092 Peoples R China|Tongji Univ Minist Educ Key Lab Geotech & Underground Engn Shanghai 200092 Peoples R China;

    Tongji Univ Sch Civil Engn Shanghai 200092 Peoples R China|Tongji Univ Minist Educ Key Lab Geotech & Underground Engn Shanghai 200092 Peoples R China;

    Tongji Univ Sch Civil Engn Shanghai 200092 Peoples R China|Lille Univ Lab Genie Civil & Geoenvironm F-59000 Lille France;

    Tongji Univ Sch Civil Engn Shanghai 200092 Peoples R China|Tongji Univ Minist Educ Key Lab Geotech & Underground Engn Shanghai 200092 Peoples R China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Shield tunneling; Slurry pressure; Prediction; Fluctuations; Denoising method; Long short-term memory; Deep learning; Mixed ground;

    机译:盾构隧道;浆料压力;预测;波动;去噪法;长期内存;深入学习;混合地;

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