Research Article

Parameter Sensitivity and Inversion Analysis for a Concrete Face Rockfill Dam Based on CS-BPNN

Table 5

Maximum tensile and compressive stress of face slabs.

StressMaximum tensile stateMaximum compressive state
Value (MPa)LocationValue (MPa)Location

S15.08Bottom of slab #2612.98Bottom of slab #16
S23.11Bottom of slab #1610.72Bottom of slab #16
S34.14Bottom of slab #2610.91Bottom of slab #14
Maximum principal stress6.07Bottom of slab #154.99Bottom of slab #16
Minimum principal stress2.62Bottom of slab #2619.23Bottom of slab #16