岩土力学 ›› 2021, Vol. 42 ›› Issue (2): 519-528.doi: 10.16285/j.rsm.2020.0164

• 岩土工程研究 • 上一篇    下一篇

利用PLSR-DNN耦合模型预测TBM净掘进速率

闫长斌1,汪鹤健1,杨继华2,陈馈3,周建军3,郭卫新2   

  1. 1. 郑州大学 土木工程学院,河南 郑州,450001;2. 黄河勘测规划设计研究院有限公司,河南 郑州 450003; 3. 中国中铁隧道集团有限公司 盾构及掘进技术国家重点实验室,河南 郑州 450001
  • 收稿日期:2020-02-22 修回日期:2020-11-19 出版日期:2021-02-10 发布日期:2021-02-09
  • 作者简介:闫长斌,男,1979年生,博士,教授,从事岩土与地下工程研究
  • 基金资助:
    国家自然科学基金(No. 41972270,No. U1504523);河南省重点研发与推广专项(No. 182102210014);盾构及掘进技术国家重点实验室开放课题(No. SKLST-2019-K06)

Predicting TBM penetration rate with the coupled model of partial least squares regression and deep neural network

YAN Chang-bin1, WANG He-jian1, YANG Ji-hua2, CHEN Kui3, ZHOU Jian-jun3, GUO Wei-xin2   

  1. 1. School of Civil Engineering, Zhengzhou University, Zhengzhou, Henan 450001, China; 2. Yellow River Engineering Consulting Co., Ltd, Zhengzhou, Henan 450003, China; 3. State Key Laboratory of Shield Machine and Boring Technology, China Railway Tunnel Group Co., Ltd., Zhengzhou, Henan 450001, China
  • Received:2020-02-22 Revised:2020-11-19 Online:2021-02-10 Published:2021-02-09
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41972270,U1504523), the Key Science and Technology Research Project of Henan (182102210014) and the Opening Foundation of State Key Laboratory of Shield Machine and Boring Technology (SKLST-2019-K06).

摘要: 科学预测隧道掘进机(TBM)净掘进速率,对于隧道(洞)工程施工方法选择、施工进度安排以及成本估计具有重要意义。鉴于TBM施工过程具有高度非线性、模糊性和复杂性等特征,为提高TBM净掘进速率的预测精度和计算效率,采用偏最小二乘回归(PLSR)提取影响参数主成分,再利用深度神经网络(DNN)进行训练预测,提出了一种基于PLSR-DNN耦合方法的TBM净掘进速率预测模型。基于兰州水源地建设工程输水隧洞双护盾TBM施工实测数据,选择岩石单轴抗压强度、单轴抗拉强度、刀盘推力、刀盘转速、岩体完整性系数和岩石耐磨性指数,共6个影响参数,验证了模型预测的合理性,并对不同预测方法的拟合精度和预测精度进行了对比分析。研究结果表明:(1)偏最小二乘回归可有效克服自变量之间的多重共线性问题,将提取的主成分作为深度神经网络的输入层进行训练,简化了神经网络结构;(2)PLSR-DNN耦合预测模型避免了过拟合与拟合不足问题,具有收敛速度快,求解稳定和拟合精度高等特点;(3)PLSR-DNN耦合预测模型平均相对拟合误差2.96%,平均相对预测误差3.27%,其拟合精度和预测精度均明显高于偏最小二乘回归模型、BP神经网络模型以及支持向量回归(SVR)模型。

关键词: 隧道掘进机, 净掘进速率, 偏最小二乘回归, 深度神经网络, 耦合预测模型

Abstract: The scientific prediction of the TBM penetration rate is of great significance to the selection of hydraulic tunnel construction methods, construction schedule and cost estimation. In view of the high nonlinearity, fuzziness and complexity of TBM excavation process, and in order to improve the prediction accuracy and computational efficiency, the partial least squares regression (PLSR) has been applied to extract the principal components of the influencing parameters. Then the deep neural network (DNN) is employed to train and forecast the TBM penetration rate. A prediction model of TBM penetration rate based on the coupled method of PLSR and DNN is proposed. Based on the measured data of the double-shield TBM construction of a water conveyance tunnel in the Lanzhou water source construction project, six impact parameters including the rock uniaxial compressive strength, rock uniaxial tensile strength, cutter head thrust, cutter head speed, rock mass integrity coefficient and rock Cerchar abrasiveness index are selected to verify the prediction reasonability of the model. The fitting and prediction accuracy of the different prediction methods are compared and analyzed. The research results show that the PLSR can effectively overcome the problem of multiple collinearity between the independent variables. The extracted principal components are trained as the input layer of the DNN, which simplifies the structure of the neural network. The PLSR-DNN coupled model effectively avoids the over-fitting and inadequate fitting problems. It has the characteristics of fast convergence, stable solution and high fitting accuracy. The average relative fitting error of the PLSR-DNN prediction model is 2.96%, and the average relative prediction error is 3.27%. The fitting accuracy and prediction accuracy of the PLSR-DNN prediction model is significantly higher than those of PLSR model alone, BP neural network model and SVR model, respectively.

Key words: tunnel boring machine, penetration rate, partial least squares regression, deep neural network, coupling prediction model

中图分类号: TU 94,TV 554
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