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 3
Rock and lining material parameters.
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E: elastic modulus, μ: Poisson ratio, φ: internal friction angle, C: cohesion, γ: bulk density, V CSR: V class surrounding rock. |