Abstract
Pre-tunneling exploration for rock mass classification is a common practice in tunneling projects. This study proposes a data-driven approach that allows for rock mass classification. Two machine learning (ML) classification models, namely random forest (RF) and extremely randomized tree (ERT), are employed to classify the rock mass conditions encountered in the Pahang-Selangor Raw Water Tunnel in Malaysia using tunnel boring machine (TBM) operating parameters. Due to imbalance of rock classes distribution, an oversampling technique was used to obtain a balanced training dataset for unbiased learning of the ML models. A five-fold cross-validation approach was used to tune the model hyperparameters and validation-set approach was used for the model evaluation. ERT achieved an overall accuracy of 95%, while RF achieved 94% accuracy, in rightly classifying rock mass conditions. The result shows that the proposed approach has the potential to identify and correctly classify ground conditions of a TBM, which allows for early problem detection and on-the-fly support system selection based on the identified ground condition. This study, which is part of an ongoing effort towards developing reliable models that could be incorporated into TBMs, shows the potential of data-driven approaches for on-the-fly classification of ground conditions ahead of a TBM and could allow for the early detection of potential construction problems.
Highlights
Tunnel boring machines (TBMs) are currently the most utilized equipment for deep and long tunnels in both civil and mining industries
Ground conditions are obtained by the characterization and subsequent classification of the rock mass based on a pre-defined system known as a rock mass classification system
Besides the subjective nature of rock mass classification systems, limited space between the TBM cutterhead and the tunnel face makes geologic mapping for classifying in-situ ground conditions difficult, if not impossible [9]. Another data-driven approach for classification of rock mass conditions in tunnels excavated by TBMs is the application of artificial intelligence (AI) and machine learning (ML) techniques to TBM operating parameters
Summary
Tunnel boring machines (TBMs) are currently the most utilized equipment for deep and long tunnels in both civil and mining industries. Besides the subjective nature of rock mass classification systems, limited space between the TBM cutterhead and the tunnel face makes geologic mapping for classifying in-situ ground conditions difficult, if not impossible [9] Another data-driven approach for classification of rock mass conditions in tunnels excavated by TBMs is the application of artificial intelligence (AI) and machine learning (ML) techniques to TBM operating parameters. TBM operating parameters namely; rate of penetration, cutterhead torque, cutterhead thrust force, cutterhead revolution per minute, hydraulic cylinder stroke speed, boring pressure, pitching, and motor amps were analyzed using the two ML algorithms to develop models for classifying the rock mass conditions in TBM tunnels.
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