Research Article

Multiparameter Inversion Early Warning System of Tunnel Stress-Seepage Coupling Based on IA-BP Algorithm

Table 6

Residual calculation results.

Experimental factorsResidual
Elastic modulus E (GPa)Cohesion c (MPa)Poisson’s ratio μInternal friction angle φ (°)

Test 1−1.5540.0320.0461.213
Test 20.723−0.0950.0081.092
Test 30.703−0.116−0.004−0.768
Test 4−0.0010.000−0.001−0.013
Test 5−0.4130.032−0.0050.314
Test 63.064−0.0020.0030.187
Test 70.0010.0000.0000.001
Test 8−1.3860.2110.002−1.894
Test 90.0040.016−0.0482.019