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Application of Support Vector Machine Regression for Predicting Critical Responses of Flexible Pavements

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Figure

Figure 2. Specifications of standard axle, pavement section, and response points.
Table 3. Statistical parameters of SVM for predicting maximum compressive strain.
Figure 5. Performance of SVM for predicting maximum horizontal principle tensile strain based on testing set
Figure 7. Error percentage of predicted strain for test data: A) Maximum horizontal principle tensile strain (HPTS) at the bottom of asphalt layer and B) Maximum compressive strain on the top of subgrade
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