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Wear mechanism and life prediction of the ripper in a 9‐m‐diameter shield machine tunneling project of the Beijing new airport line in a sand‐pebble stratum
Prediction of Engineering Characteristics of Rock Masses Using Actual TBM Performance Data with Supervised and Unsupervised Learning Algorithms (a Case Study in Strong to Very Strong Igneous and Pyroclastic Rocks)
Assessment of the Relationship Between Rock Mass Classification Systems Using Hybrid XGBoost Algorithms: Insights from the Mechanized Tunnelling Project Database
Application of the Stacking-Ensemble Machine Learning Algorithm to Investigate the Rock Mass Cuttability Index in Different Lithological Units Using Tunnel Boring Machine Performance Data
Actual performance analysis of a double shield TBM through sedimentary and low to medium grade metamorphic rocks of Ghomrood water conveyance tunnel project (lots 3 and 4)
Application of the Cohesion Softening–Friction Softening and the Cohesion Softening–Friction Hardening Models of Rock Mass Behavior to Estimate the Specific Energy of TBM, Case Study: Amir–Kabir Water Conveyance Tunnel in Iran
Geological information prediction for shield machine using an enhanced multi-head self-attention convolution neural network with two-stage feature extraction
Comments on the article “Performance prediction of hard rock TBM using Rock Mass Rating (RMR) system” by J.K. Hamidi et al. [Tunneling and Underground Space Technology 25 (2010) 333–345]
Response by the authors to S. Yagiz discussion to the paper: J. Khademi Hamidi et al., Performance prediction of hard rock TBM using Rock Mass Rating (RMR) system [Tunnell. Undergr. Space Technol. 25 (2010) 333–345]
Introduction of an empirical TBM cutter wear prediction model for pyroclastic and mafic igneous rocks; a case history of Karaj water conveyance tunnel, Iran
An investigation of the relationship between muck geometry, TBM performance, and operational parameters: A case study in Golab II water transfer tunnel
Influence analysis and relationship evolution between construction parameters and ground settlements induced by shield tunneling under soil-rock mixed-face conditions
Combining the CSM2020 discrete event simulation model with Decision Aid in Tunneling (DAT) to develop a robust approach for the estimation of completion time for TBM tunnels
TBM Performance Prediction Using Statistical and Machine Learning Algorithms: Case Study of Slurry TBM Used in Mumbai Metro Rail Tunnel Line–3 (UGC-03), India
Selection methodology for roadheader and tunnel boring machine in different geological conditions: national perspective plan project (CPRI) – a success story
Estimating shield tunnel boring machine penetration rate in mixed face conditions: feature selection and multicollinearity effects on machine and deep learning models
Analysis of Shield Tunneling Parameters and Research on Prediction Model of Tunneling Excavation Speed in Volcanic Ash Strata of Jakarta–Bandung High-Speed Railway Project
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