Investigation of Ground Borne Noise Transmission by Numerical Simulation
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Examensarbete för masterexamen
Master's Thesis
Master's Thesis
Modellbyggare
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Sammanfattning
Ground borne noise and vibrations from underground railway tunnels can pose significant
challenges in urban environments, negatively affecting the quality of life of nearby residents.
This thesis investigates the transmission of ground-borne vibration from underground railway
tunnels in bedrock, with a focus on the influence of fracture zones, tunnel geometry, and
model dimensionality. The aim is to improve understanding of how vibrations propagate
through stiff geological media and how the resulting vibrations at the surface are affected by
subsurface inhomogeneities.
A series of numerical simulations were carried out using COMSOL Multiphysics in both 2D
and 3D, analyzing single and twin tunnel configurations under various conditions. Special
attention was given to the presence of vertical fracture zones, which were modeled as weakened
regions within the rock mass. The effect of tunnel depth and structural layout was also
examined. In addition, a parametric study was conducted to determine which material
properties of the fracture zones affect the most the wave propagation.
Simulation results showed that when vibration travels from the source through the fracture
zone, attenuation increases significantly at the ground surface beyond the fractures, especially
at mid-to-high frequencies (250-800 Hz). Tunnel depth and geometry were also found to
influence surface vibration levels, with deeper tunnels and certain twin tunnel configurations
reducing amplitudes. Both 2D and 3D simulations exhibited similar trends in how frequency
influenced the results. However, the 3D model, by incorporating the third spatial dimension,
provided a more realistic representation and captured greater spatial detail in how the effects
varied across the environment.
The findings were compared with site measurements conducted above an operational railway
tunnel. The measurements confirmed key simulation trends, including the dominant
frequency range and the general decay of vibration levels with distance.
Beskrivning
Ämne/nyckelord
Ground-borne vibration, underground railway, fractured bedrock, COMSOL Multiphysics, 2D/3D simulation, twin tunnel geometry, frequency analysis.