Application of the Slope Coefficient of the Equivalent M–C Criterion in Layered Rock Mass Engineering

Figure 13

Effect of slope coefficients on the displacement of key points. (a) Simulation values of the vault displacement under different slope coefficients. (b) Simulation values of the arch bottom displacement under different slope coefficients. (c) Simulation values of the displacement of the left arch shoulder under different slope coefficients. (d) Simulation values of the displacement of the right arch shoulder under different slope coefficients. (e) Simulation values of the displacement of the left arch foot under different slope coefficients. (f) Simulation values of the displacement of the right arch foot under different slope coefficients.

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