Fig 9 - by Farshid Maleki (20521649)

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

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

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

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

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Preoperative and postoperative NRS score (M (IQR)). by Na Wang (193263)

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

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Logistic regression analysis affecting lactation outcome. by Na Wang (193263)

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FRP sheets wrapped specimen. by Qingwen Li (1510687)

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

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

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

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Trypan blue dye exclusion assay for cell viability evaluation (% of control). by Farshid Maleki (20521649)

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

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Box plot show differences between different groups of NRS score on the third day. by Na Wang (193263)

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

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Fig 7 - by Farshid Maleki (20521649)

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Porosity of pristine and modified Egyptian kaolin sintered at two temperatures: 900 and 1050 °C. by 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%). by Qingwen Li (1510687)

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