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Fig 1.

The process of discrete element modeling [

42,47,48].

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Fig 1 Expand

Table 1.

Microscopic parameters of particles [42,47].

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Table 1 Expand

Table 2.

The bond parameters for rock layers particles [42,47].

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Table 2 Expand

Fig 2.

The stress-strain curves obtained by biaxial compression test.

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Fig 2 Expand

Fig 3.

The structure of LSTM network [

61].

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Fig 3 Expand

Fig 4.

AE model architecture.

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Fig 4 Expand

Fig 5.

LSTM-AE framework.

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Fig 5 Expand

Fig 6.

Flowchart of LSTM-AE network in stress-strain curve prediction.

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Table 3.

Parameters of the LSTM-AE model.

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Table 3 Expand

Fig 7.

Processing time series data using the sliding window method, where t represents the label of the time series segment.

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Fig 7 Expand

Table 4.

The forecasting results in different models.

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Table 4 Expand

Fig 8.

Loss on the training and validation sets in the training process.

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Fig 9.

Prediction results of different models on specific samples.

(a) LSTM-AE, (b) LSTM, (c) RNN, (d) BPNN, (e) XGBoost.

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Fig 9 Expand

Fig 10.

Boxplots for the MSE of the different models in the testing set.

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Fig 11.

Coefficient of determination of each group of samples for different models on the testing set.

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Fig 12.

Coefficients of determination for different models at different friction coefficients.

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Fig 13.

Coefficients of determination of different models for special samples.

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Fig 13 Expand