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

Table 9

Maximum displacements at the monitoring points for the different yield criterion models (unit: m).

Point	Shaking table test	Classical MC model	Modified MC model
A4H	0.234	0.209	0.219
A5H	0.205	0.179	0.216
A6H	0.323	0.307	0.324
A7H	0.287	0.271	0.300