Sample preparation and testing flow chart. by Junxia Zhou (14381598)

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Testing set error. by Xiangjuan Liu (618000)

“…Further integration of Spearman correlation analysis and PCA dimensionality reduction created multidimensional feature sets, revealing substantial accuracy improvements: The BiLSTM model achieved an 83.6% cumulative MAE reduction from 1.65 (raw data) to 0.27 (STL-PCA), while traditional models like Prophet showed an 82.2% MAE decrease after feature engineering optimization. Finally, the Beluga Whale Optimization (BWO)-tuned STL-PCA-BWO-BiLSTM hybrid model delivered optimal performance on test sets (RMSE = 0.22, MAE = 0.16, MAPE = 0.99%, ), exhibiting 40.7% higher accuracy than unoptimized BiLSTM (MAE = 0.27). …”

Correlation analysis, Data show only the values of the correlations that were significant (p < 0.05). by Glaucia Vilar-Pereira (686134)

Multicollinearity Test. by Muhummad Khairul Islam (21955544)

Retention strength testing of the cemented crown by universal testing machine. by Long Li (6555)

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The actual response values and predicted response values of BDD tests. by Peng Zhao (128233)

Procedure of the Loughborough Intermittent Shuttle Test. by Dominic Michael Rasp (19959412)

Intracellular retention, but not shedding of NKp65 molecules containing threonine at amino acid position 131 causes decreased surface expression. by Julian Leonard Lino Heller (22049674)

Flowchart of the test. by Chuan Li (158692)

“…After cooling, uniaxial compression tests were performed using an electronic universal testing machine to assess their macroscopic properties. …”

FTIR test results of asphalt. by Yi Wang (32470)

Stress-strain curves of FRP confined specimens. by Qingwen Li (1510687)

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Parallel bonding model. by Qingwen Li (1510687)

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Crack propagation characteristics in the failure of BFRP confined coal gangue concrete. by Qingwen Li (1510687)

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The maximum values of strong contact force and strong contact number for FRP confined CGC. by Qingwen Li (1510687)

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Mechanical model of geogrid element. by Qingwen Li (1510687)

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18 The maximum values of strong contact force and strong contact number for FRP confined CGC. by Qingwen Li (1510687)

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The number of strong contact and strong contact force of CFRP confined concrete specimens under three coal gangue replacement rates (0%, 50%, 100%). by Qingwen Li (1510687)

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Raw coal gangue and coal gangue aggregates. by Qingwen Li (1510687)

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Crack propagation characteristics in the failure of CFRP confined coal gangue concrete. by Qingwen Li (1510687)

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10 Comparison of experimental and simulation results of GFRP confined specimens. by Qingwen Li (1510687)

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