Hard rock tunnel boring machines (TBMs) vibrate significantly during tunnelling, accelerating structural damage and cutter wear. The vibration mechanism and dynamic behaviours of TBMs are focused on in this study. A four degrees-of-freedom model that accounts for axial, torsional, pitch, and yaw vibrations that are coupled through the disc cutters–rock interaction is established. Then the state-dependent delay differential equations of motion of a TBM are derived. To determine the penetration in both normal cutting and cutter bounce states, the evolution of the cut surface profile for each cutter is governed by a partial differential equation that is then cast into a series of ordinary differential equations by using Galerkin projections. Numerical simulation shows that new unstable regimes appear due to cutterhead shimmy. Two instability mechanisms that are the cutterhead shimmy and the complete axial bounce, are revealed. It is found that multiple state-dependent delays, especially some of them associated with multiple regenerative effects, result in chaotic behaviours. The chaotic characteristics are in reasonable agreement with those observed from practical projects. The axial stick–slip effect works slightly in the cutterhead shimmy dominated regimes. However, it prevents complete axial bounce from occurring, and changes the predominant mechanism from the complete axial bounce to the cutterhead shimmy.
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