Research Article

Prediction of Highway Tunnel Pavement Performance Based on Digital Twin and Multiple Time Series Stacking

Table 1

Hyperparameter range of each algorithm.

Algorithm nameHyperparameters selected

XGBoostlearning_rate = [0.01, 0.1, 0.2]
n_estimators = [100, 50]
max_depth = [30, 50, 100]
Gamma = [0.1, 0.2, 0.5]
Subsample = [0.9, 0.5]
colsample_btree = [0.9, 0.5]
RFCriterion = [“mse,” “mae”],
n_estimators = [10, 100]
max_depth = [10, 50, 100]
max_features = [0.5, 0.9]
min_samples_split = [10]
min_samples_leaf = [2, 10]
RidgeSolver = {“auto,” “svd,” “cholesky,” “lsqr,” “sparse_cg,” “sag”}
alpha = [0.1, 1, 10]
SVRC = [0.01, 0.1, 1], kernel = [“linear,” “poly,” “rbf,” “sigmoid”]
ANNhindden_cell_num = [32, 64, 128]
Activation = [“tanh,” “relu”]
Scoring = [ “neg_mean_squared_error” ]
Epochs = [300, 100]
batch_size = [20, 50]