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Research Article

Prediction of the skid-resistance deterioration in asphalt pavement based on peephole–LSTM neural network

, , , , &
Article: 2277815 | Received 23 Mar 2023, Accepted 26 Oct 2023, Published online: 13 Nov 2023

Figures & data

Figure 1. Lab testing instruments.

Figure 1. Lab testing instruments.

Table 1. Mixture gradation.

Figure 2. Box plot of friction.

Figure 2. Box plot of friction.

Figure 3. Separation of pavement 3D texture.

Figure 3. Separation of pavement 3D texture.

Figure 4. Decay trend of pavement texture.

Figure 4. Decay trend of pavement texture.

Figure 5. Structure of FrictionNet-II.

Figure 5. Structure of FrictionNet-II.

Figure 6. Structure of hidden cell of FrictionNet-II at moment t.

Figure 6. Structure of hidden cell of FrictionNet-II at moment t.

Table 2. Hyperparameter determination.

Table 3. Variables to be adjusted during training.

Figure 7. Error-iteration graph.

Figure 7. Error-iteration graph.

Figure 8. Testing result demonstration.

Figure 8. Testing result demonstration.

Table 4. Model evaluation results.