Engineering
Artificial Neural Network
100%
Measured Value
50%
Root Mean Square Error
50%
Geotechnical Engineer
50%
Predicted Value
50%
Direct Shear Test
50%
Sand Content
50%
Feedforward
50%
Large Deformation
50%
Applied Stress
50%
Hazards
50%
Design Phase
50%
Backpropagation
50%
Keyphrases
Artificial Neural Network
100%
Collapse Settlement
100%
Sandy Gravel
100%
Stress Release
42%
Feed Forward Back Propagation Neural Network (FFBPNN)
28%
Settlement Value
28%
Normal Stress
14%
Root Mean Square Error
14%
High Correlation
14%
Coefficient of Determination
14%
Significant Damage
14%
Embankment Dam
14%
Large-scale Direct Shear Test
14%
Design Phase
14%
Gravel Material
14%
Geotechnical Hazards
14%
Three-layered
14%
Deformation Damage
14%
Sand Content
14%
Geotechnical Engineer
14%
Large Deformation
14%
First Impoundment
14%