Application of the Modified Mohr–Coulomb Yield Criterion in Seismic Numerical Simulation of Tunnels

Table 8

Maximum accelerations at the monitoring points for the different yield criterion models (unit: g).

Point	Shaking table test	Classical MC model	Modified MC model
A4H	1.037	0.945	1.017
A5H	0.980	0.944	1.016
A6H	1.014	0.945	1.016
A7H	1.234	1.128	1.344