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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Test results of GFRP confined concrete specimens. 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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Fig 4 - حسب Farshid Maleki (20521649)

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

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

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Plasticity limit (%) of pristine and modified Egyptian kaolin. حسب Nasser A. M. Barakat (11705885)

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Thermal gravimetric analyses and the first derivative for the obtained data for the PVA; (A and B) and TiO₂; (C and D) compared with the pristine kaolin. حسب Nasser A. M. Barakat (11705885)

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Enhancement of stress and strain for FRP confined specimens. حسب Qingwen Li (1510687)

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Linear contact model. حسب Qingwen Li (1510687)

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Numerical simulation scheme. حسب Qingwen Li (1510687)

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12 Enhancement of stress and strain for FRP confined specimens. حسب Qingwen Li (1510687)

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Chemical composition (%) of the Egyptian clay [9]. حسب Nasser A. M. Barakat (11705885)

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Compression strength of pristine and modified Egyptian kaolin sintered at two temperatures: 900 and 1050 °C. حسب Nasser A. M. Barakat (11705885)

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Two magnifications SEM; (A and B) and TEM (C and D) images for the produced TiO₂ nanofibers. حسب Nasser A. M. Barakat (11705885)

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Principle of FLAC-PFC coupling calculation. حسب Qingwen Li (1510687)

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Fig 9 - حسب Farshid Maleki (20521649)

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Compressive strength of FRP confined CGC. حسب Qingwen Li (1510687)

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

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