Impact Pseudostatic Load Equivalent Model and the Maximum Internal Force Solution for Underground Structure of Tunnel Lining

Table 2

The converted moment value of the measuring point.

	Measuring point 1	Measuring point 2	Measuring point 3	Measuring point 4
3	324.2	−149.7	119.6	−154.0
4	255.2	−93.7	77.6	−81.9
5	717.1	−346.8	249.9	−247.7
6	369.5	−121.7	122.8	−134.7
31	−144.2	380.5	−189	181.9
34	−136.6	130.7	−78.3	88.5