Application of Several Fuzzy-Based Techniques for Estimating Tunnel Boring Machine Performance in Metamorphic Rocks

Tunnel boring machine (TBM) performance prediction in mechanized tunneling is an essential factor for selecting an appropriate excavation machine, tunnel design, and safe construction. To implement safe mechanized excavation, it is important to accurately assess and predict the range of machine driv...

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Veröffentlicht in:Rock mechanics and rock engineering 2024-02, Vol.57 (2), p.1471-1494
Hauptverfasser: Samadi, Hanan, Mahmoodzadeh, Arsalan, Hussein Mohammed, Adil, Alenizi, Farhan A., Hashim Ibrahim, Hawkar, Nematollahi, Mojtaba, Babeker Elhag, Ahmed
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container_end_page 1494
container_issue 2
container_start_page 1471
container_title Rock mechanics and rock engineering
container_volume 57
creator Samadi, Hanan
Mahmoodzadeh, Arsalan
Hussein Mohammed, Adil
Alenizi, Farhan A.
Hashim Ibrahim, Hawkar
Nematollahi, Mojtaba
Babeker Elhag, Ahmed
description Tunnel boring machine (TBM) performance prediction in mechanized tunneling is an essential factor for selecting an appropriate excavation machine, tunnel design, and safe construction. To implement safe mechanized excavation, it is important to accurately assess and predict the range of machine driving parameters, especially the machine rate of penetration (ROP); this can reduce the cost of TBM repairs due to the abrasion of disc cutters and cutterhead and also has a positive effect on the post-construction period. This study focuses on predicting the ROP of TBMs passing through metamorphic rocks during deep excavation and under a complex geotechnical situation. For this purpose, three fuzzy-based models of the Mamdani fuzzy inference system (MFIS), adaptive neuro-fuzzy inference system (ANFIS), Takagi Sugeno fuzzy model (TSF), as well as linear and non-linear regression models were developed. Historical tunnels were used to compile 189 data points (151 for training and 37 for testing). In the dataset, three parameters, including uniaxial compressive strength (UCS), cutterhead rotational speed per minute (RPM), and thrust force (TF), were considered effective parameters on the TBM’s ROP. According to the findings, the suggested models provided satisfactory and consistent accuracy. Moreover, the results demonstrated that the forecasted values correlate rather well with the measured ones. The proposed algorithms can be considered for use in similar ground and tunneling conditions (metamorphic rocks with low-average strength). It is worth noting that this study has the potential to drastically cut down on tunneling uncertainties and makes fuzzy inference systems a robust algorithm for planning mechanized tunneling. Highlights Prediction of TBM performance in complex geological conditions. Forecasting TBM performance in deep tunnels passing through metamorphic rocks. Presenting an empirical model for calculating the TBM performance based on statistical analysis. Detailed analysis of fuzzy-based techniques potential for TBM performance prediction. Examining the models’ accuracy with several loss functions and statistical indices.
doi_str_mv 10.1007/s00603-023-03602-x
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subjects Abrasion
Accuracy
Adaptive systems
Algorithms
Artificial neural networks
Boring machines
Civil Engineering
Compressive strength
Construction
Data points
Disc cutters
Dredging
Drilling & boring machinery
Earth and Environmental Science
Earth Sciences
Empirical analysis
Excavation
Fuzzy logic
Fuzzy systems
Geophysics/Geodesy
Inference
Metamorphic rocks
Model accuracy
Original Paper
Parameters
Performance prediction
Predictions
Regression analysis
Regression models
Statistical analysis
Statistical methods
Statistics
Thrust
Tunnel construction
Tunneling
Tunnels
title Application of Several Fuzzy-Based Techniques for Estimating Tunnel Boring Machine Performance in Metamorphic Rocks
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