Test device and process. حسب Wen Wang (6570)

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

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Testing set error. حسب 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). حسب Glaucia Vilar-Pereira (686134)

Multicollinearity Test. حسب Muhummad Khairul Islam (21955544)

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

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

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

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

Flowchart of the test. حسب 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. حسب Yi Wang (32470)

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

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Parallel bonding model. حسب Qingwen Li (1510687)

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

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

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

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

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

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

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