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

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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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