Team A head impacts by player position. حسب Rachel S. Watson (21864061)

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Bar graphs showing the means and 95% CI of each retinal layer thickness at each visit. حسب Jung-Tae Kim (8997767)

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Flow diagram showing number of subjects included in the study population. حسب Jung-Tae Kim (8997767)

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Macular regions analyzed by spectral-domain optical coherence tomography scan in the retinal thickness map analysis. حسب Jung-Tae Kim (8997767)

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Parafoveal thickness in each retinal layer at each visit. حسب Jung-Tae Kim (8997767)

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Rates of change in each retinal layer thickness, calculated using linear mixed models. حسب Jung-Tae Kim (8997767)

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Linear mixed-effect model determination of factors associated with changes in best-corrected visual acuity. حسب Jung-Tae Kim (8997767)

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Baseline demographic characteristics. حسب Jung-Tae Kim (8997767)

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This file contains the complete dataset analyzed in the current study, including all variables used for statistical modeling. حسب Jung-Tae Kim (8997767)

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ZM Modifier. حسب Yining Wang (432154)

"…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …"

Factor-level. حسب Yining Wang (432154)

"…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …"

Gradation composition of asphalt mixture. حسب Yining Wang (432154)

"…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …"

Technical specifications of mineral filler. حسب Yining Wang (432154)

"…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …"

Technical indicators of coarse aggregate. حسب Yining Wang (432154)

"…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …"

Technical specifications of fine aggregates. حسب Yining Wang (432154)

"…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …"

Rutting test results of asphalt mixtures. حسب Yining Wang (432154)

"…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …"

Gradation composition of asphalt mixture. حسب Yining Wang (432154)

"…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …"

Results of the orthogonal test. حسب Yining Wang (432154)

"…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …"

Rutting test results. حسب Yining Wang (432154)

"…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …"

Technical Specifications of ZM Modifier. حسب Yining Wang (432154)

"…Orthogonal experiments determined the optimal mixing parameters as a mixing temperature of 170°C, dry mixing time of 180 s, and wet mixing time of 240 s. Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …"