Summary

Tunnel boring machines (TBMs) are complex electromechanical systems that excavate tunnels through diverse geological formations. Dynamic analysis of TBMs concerns the study of time-dependent forces, vibrations and structural responses arising from cutter–rock interaction, transmission components and support systems. By developing multibody and finite-element models, researchers characterise natural frequencies, mode shapes and dynamic stiffness to predict vibration amplitudes, assess fatigue life and refine antivibration measures. Key challenges include accounting for time-varying excitation from cutterhead impacts, nonlinear gear meshing, hydraulic support dynamics and soil–structure coupling. Advances in sensor instrumentation, signal processing and field testing allow real-time monitoring of acceleration, force and displacement, enabling optimisation of excavation parameters for improved performance, reduced downtime and minimal environmental disturbance.

Research from Nature Portfolio

Recent studies have delivered on-site measurements of vibration generated by double-shield TBMs in urban subway construction. By installing accelerometers around the tunnel lining and adjacent structures, investigators mapped zones of amplified horizontal vibration up to 14 m from the centreline. Through normalisation, polynomial fitting and grey correlation analysis they identified cutterhead torque, thrust, rotational speed and penetration rate as primary drivers of vibration intensity. Night-time operation was shown to produce greater environmental impact than daytime tunnelling. These findings underpin recommendations to adjust operational parameters to comply with urban vibration standards and to mitigate nuisance effects on nearby buildings and residents.

Dynamic Analysis of Tunnel Boring Machines publication trend

The graph below shows the total number of articles in dynamic analysis of tunnel boring machines across all publications each year (not limited to Nature Index journals).

Technical terms

Cutterhead: The rotating front-end tool of a TBM that bears disc cutters or picks to fragment rock and soil.

Multi-degree-of-freedom model: A dynamic representation in which a system is divided into discrete masses and springs, each with independent motion.

Modal analysis: The process of determining a structure’s natural frequencies and associated mode shapes to assess resonant behaviour.

Grey correlation analysis: A statistical method for quantifying the strength of relationships between multiple influencing factors and a response variable.

References

  1. On-site measurement and environmental impact of vibration caused by construction of double-shield TBM tunnel in urban subway. Scientific Reports (2023).
  2. Review on Vibration Monitoring and Its Application during Shield Tunnel Construction Period. Buildings (2024).
  3. Dynamic Characteristics Analysis with Multi-Directional Coupling in a TBM Mainframe. Chinese Journal of Mechanical Engineering (2019).
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