Numerical Simulation Algorithm Design of Influence on Existing Tunnel by Underpass Construction of New Tunnel

Table 2

Structural parameters of existing tunnel specimens for new tunnel underpass construction.

Specimen number	Shear bearing capacity (kN)	Load than (L˖D^−1)	The yield rate (mm˖s^−1)
1	547 ∗ 644	35	2.15 (quasistatic)
2	457 ∗ 644	65	1.45
5	574 ∗ 467	65	1.22
4	624 ∗ 467	62	1.65
5	475 ∗ 455	85	1.66
6	540 ∗ 454	25	1.67
7	470 ∗ 6920	36	1.55