Benchmark regression of SDM. حسب Jie Huang (104235)

"…Spatially, the CCD demonstrates a characteristic pattern of decreasing from east to west. Overall, achieving a “cross-level transition” in CCD is challenging, and the neighboring provinces significantly influence the enhancement of local CCD. …"

Spatial MTPX for the CCD. حسب Jie Huang (104235)

"…Spatially, the CCD demonstrates a characteristic pattern of decreasing from east to west. Overall, achieving a “cross-level transition” in CCD is challenging, and the neighboring provinces significantly influence the enhancement of local CCD. …"

Raw data of the subsystem. حسب Jie Huang (104235)

"…Spatially, the CCD demonstrates a characteristic pattern of decreasing from east to west. Overall, achieving a “cross-level transition” in CCD is challenging, and the neighboring provinces significantly influence the enhancement of local CCD. …"

Disruption of OGG1-RNA interaction reduces RSV progeny production. حسب Lang Pan (5145221)

"…Statistical analysis was conducted using an unpaired Student’s <i>t</i> test, with results shown as means ± SD. Significance levels are indicated as **<i>p</i> < 0.01, ***<i>p</i> < 0.001.…"

The effect of maternal and gestational age on telomere content. حسب Zuzana Holesova (15253816)

Effect of final library concentration and DNA quantity on telomere content. حسب Zuzana Holesova (15253816)

Effects of the presence of stabilimentum concerning prey vibration acting in the direction tangent to the spiral threads. حسب G. Greco (7636232)

Schematic diagram of monitoring points and units. حسب Jie Zhao (49409)

"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"

The analysis procedure. حسب Jie Zhao (49409)

"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"

Model monitoring points and units coordinates. حسب Jie Zhao (49409)

"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"

Soil mechanical parameters. حسب Jie Zhao (49409)

"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"

Parameters of the contact surface. حسب Jie Zhao (49409)

"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"

The schematic diagram of free-field boundary. حسب Jie Zhao (49409)

"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"

Residual deformation parameters of soil. حسب Jie Zhao (49409)

"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"

Soil fluid and liquefaction parameters. حسب Jie Zhao (49409)

"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"

PL-Finn model development procedure diagram. حسب Jie Zhao (49409)

"…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …"

Fig S1. حسب Leonardo Santos (477304)

"…Black arrows indicate the formation of heteroduplexes, which are absent in the controls of uninduced and untransfected cells, as well as in induced but untransfected cells (Ctrl and Ctrl2, respectively). A noticeable decrease in amplicon yield suggests significant modifications following Cas9 cleavage and DNA repair processes. …"

The effect of IFN-β and Vit D on the IL-1β and IL-10 protein production. حسب Farzad Nasri (8941850)

"…IFN-β and Vit D alone or together decreased IL-1β and IL-10 protein level, significantly in comparison with the control <b>(A, B)</b>. …"

Supplementary materials. حسب Yongki Welliam (21030005)

"…Subgroup analysis showed that increased KIM-1 in urine or blood was strongly associated with ESRD, and decreased Fetuin-A levels in Asians had a significant association with the incidence of ESRD.…"

Summary of subgroup analysis results. حسب Yongki Welliam (21030005)

"…Subgroup analysis showed that increased KIM-1 in urine or blood was strongly associated with ESRD, and decreased Fetuin-A levels in Asians had a significant association with the incidence of ESRD.…"