Research Article

Risk Evaluation Model of Highway Tunnel Portal Construction Based on BP Fuzzy Neural Network

Table 9

The model parameters after optimization.

Formation or structureElastic modulus E (GPa)Poisson’s ratio (μ)Bulk density (kN/m3)Cohesion (kPa)Internal friction angle (°)

Fully weathered gneiss0.20.4185028
Strong weathering gneiss0.50.352020032
Weathering gneiss10.32232035