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

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

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

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

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14 Elastic modulus of FRP confined CGC. حسب Qingwen Li (1510687)

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FRP sheets wrapped specimen. حسب Qingwen Li (1510687)

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Mesoscopic parameters of PFC3D-FLAC3D coupling model. حسب Qingwen Li (1510687)

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

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The schematic of the mechanism of action. حسب Qingwen Li (1510687)

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Percentage change in the apparent density of pristine and modified Egyptian kaolin sintered at 1050 °C for 4 successive cycles. حسب Nasser A. M. Barakat (11705885)

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

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

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

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