TBM big data preprocessing method in machine learning and its application to tunneling

The big data generated by tunnel boring machines (TBMs) are widely used to reveal complex rock-machine interactions by machine learning (ML) algorithms. Data preprocessing plays a crucial role in improving ML accuracy. For this, a TBM big data preprocessing method in ML was proposed in the present study. It emphasized the accurate division of TBM tunneling cycle and the optimization method of feature extraction. Based on the data collected from a TBM water conveyance tunnel in China, its effectiveness was demonstrated by application in predicting TBM performance. Firstly, the Score-Kneedle (S-K) method was proposed to divide a TBM tunneling cycle into five phases. Conducted on 500 TBM tunneling cycles, the S-K method accurately divided all five phases in 458 cycles (accuracy of 91.6%), which is superior to the conventional duration division method (accuracy of 74.2%). Additionally, the S-K method accurately divided the stable phase in 493 cycles (accuracy of 98.6%), which is superior to two state-of-the-art division methods, namely the histogram discriminant method (accuracy of 94.6%) and the cumulative sum change point detection method (accuracy of 92.8%). Secondly, features were extracted from the divided phases. Specifically, TBM tunneling resistances were extracted from the free rotating phase and free advancing phase. The resistances were subtracted from the total forces to represent the true rock-fragmentation forces. The secant slope and the mean value were extracted as features of the increasing phase and stable phase, respectively. Finally, an ML model integrating a deep neural network and genetic algorithm (GA-DNN) was established to learn the preprocessed data. The GA-DNN used 6 secant slope features extracted from the increasing phase to predict the mean field penetration index (FPI) and torque penetration index (TPI) in the stable phase, guiding TBM drivers to make better decisions in advance. The results indicate that the proposed TBM big data preprocessing method can improve prediction accuracy significantly (improving R 2 s of TPI and FPI on the test dataset from 0.7716 to 0.9178 and from 0.7479 to 0.8842, respectively).

Authors

Institutions

Publication Details

Journal
Journal of Rock Mechanics and Geotechnical Engineering
Published
2024-11-19
DOI
https://doi.org/10.1016/j.jrmge.2024.11.011
Citations
11
Primary Topic
Tunneling and Rock Mechanics
Type
article
Field-Weighted Citation Impact
2.87

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

TBM big data preprocessing method in machine learning and its application to tunneling

Quansheng Liu, Shao-Hui Tang, Xinyue Zhang, Zengmao Wang et al.
11 citations
Journal of Rock Mechanics and Geotechnical Engineering
Tunneling and Rock Mechanics
2.87
article

TBM big data preprocessing method in machine learning and its application to tunneling

Quansheng Liu, Shao-Hui Tang, Xinyue Zhang, Zengmao Wang, Weiqiang Xie
article en
11 citations

Abstract

The big data generated by tunnel boring machines (TBMs) are widely used to reveal complex rock-machine interactions by machine learning (ML) algorithms. Data preprocessing plays a crucial role in improving ML accuracy. For this, a TBM big data preprocessing method in ML was proposed in the present study. It emphasized the accurate division of TBM tunneling cycle and the optimization method of feature extraction. Based on the data collected from a TBM water conveyance tunnel in China, its effectiveness was demonstrated by application in predicting TBM performance. Firstly, the Score-Kneedle (S-K) method was proposed to divide a TBM tunneling cycle into five phases. Conducted on 500 TBM tunneling cycles, the S-K method accurately divided all five phases in 458 cycles (accuracy of 91.6%), which is superior to the conventional duration division method (accuracy of 74.2%). Additionally, the S-K method accurately divided the stable phase in 493 cycles (accuracy of 98.6%), which is superior to two state-of-the-art division methods, namely the histogram discriminant method (accuracy of 94.6%) and the cumulative sum change point detection method (accuracy of 92.8%). Secondly, features were extracted from the divided phases. Specifically, TBM tunneling resistances were extracted from the free rotating phase and free advancing phase. The resistances were subtracted from the total forces to represent the true rock-fragmentation forces. The secant slope and the mean value were extracted as features of the increasing phase and stable phase, respectively. Finally, an ML model integrating a deep neural network and genetic algorithm (GA-DNN) was established to learn the preprocessed data. The GA-DNN used 6 secant slope features extracted from the increasing phase to predict the mean field penetration index (FPI) and torque penetration index (TPI) in the stable phase, guiding TBM drivers to make better decisions in advance. The results indicate that the proposed TBM big data preprocessing method can improve prediction accuracy significantly (improving R 2 s of TPI and FPI on the test dataset from 0.7716 to 0.9178 and from 0.7479 to 0.8842, respectively).

Journal of Rock Mechanics and Geotechnical EngineeringVol. 17(8)
Wuhan University (CN)
National Natural Science Foundation of China, China Postdoctoral Science Foundation, Natural Science Foundation of Hubei Province
Openalex Percentile: Top 9%
Tunneling and Rock Mechanics
2.87
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.