Research Article
Large-Scale Shaking Table Test of Seismic Response Laws for a Shallow Double-Arch Tunnel under Unsymmetrical Pressure with a Damping Layer
Table 2
The main similarity constants of the model to prototype.
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L: length, ρ; density, E: elastic modulus, ε: strain, σ: stress, μ: Poisson ratio, T: time, a: acceleration, u: displacement, : velocity, ω: frequency, : internal friction angle, γ: specific weight, C: cohesion. |