Intraperitoneal injection protocol for inhibitors (A), inhibitors DAS and Y27632 reduced intestinal permeability (B) and intestinal adult worm burden (C) of infected mice. by Wen Wen Zheng (17721404)

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Schematic diagram of WSM test simulator. by Fang Zheng (54278)

“…At the end of the freeze-thaw cycle (FTC), the deformation of the saline soil increased with the decrease of the cold end temperature, and the alternating time between heat and cold did not produce significant changes in the deformation of the saline soil. …”

Podocyte numbers in control and iPLA₂γ KO mice (WT1-positive cells). by Andrey V. Cybulsky (4007012)

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Control (Ctrl) STZ mice show changes in glomerular morphology. by Andrey V. Cybulsky (4007012)

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Control (Ctrl) GECs are more susceptible to injury compared to iPLA₂γ KO GECs. by Andrey V. Cybulsky (4007012)

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

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

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

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

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

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

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

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

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12 Enhancement of stress and strain for FRP confined specimens. 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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Crack propagation characteristics in the failure of GFRP confined coal gangue concrete. 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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21 Crack propagation characteristics in the failure of BFRP confined coal gangue concrete. by Qingwen Li (1510687)

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