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

Table 14

Comparison of bending moment (M/kN).

Measurement; number		Test point 1	Test point 2	Test point 3	Test point 4
3.0	A	324.2	−149.7	119.6	−154
	B	367.2	−173.5	132.7	−173.5
	C	347.3	−161.1	113.7	−161.1
4	A	255.2	−93.7	77.6	−81.9
	B	286.3	−109.8	83	−109.8
	C	271.9	−102.6	69.4	−102.6
5	A	717.1	−346.8	249.9	−247.7
	B	827.3	−399.7	306	−399.7
	C	782.2	−371.2	263.1	−371.2
6	A	369.5	−121.7	122.8	−134.7
	B	395.5	−175.8	168.6	−175.8
	C	368	−156.3	108.5	−156.3
31	A	−144.2	380.5	−189	181.9
	B	−222.2	412.9	−222.2	170.9
	C	−205.8	389.3	−205.8	148.4
34	A	−136.6	130.7	−78.3	88.5
	B	−75.1	154.4	−75.1	57.5
	C	−69.9	146	−69.9	49.5

Note: A is the experimental result, B is the result of the calculation, and C is the simulation result.