Informed push model. by Pamela Bakkabulindi (12914980)

“…The informed push model is a cost-effective strategy for improving last-mile vaccine delivery by reducing lead times, enhancing cold chain management, and decreasing stock-outs. …”

Source of funds for vaccine pick-up at baseline. by Pamela Bakkabulindi (12914980)

“…The informed push model is a cost-effective strategy for improving last-mile vaccine delivery by reducing lead times, enhancing cold chain management, and decreasing stock-outs. …”

S1 Dataset - by Pamela Bakkabulindi (12914980)

“…The informed push model is a cost-effective strategy for improving last-mile vaccine delivery by reducing lead times, enhancing cold chain management, and decreasing stock-outs. …”

XRD patterns of 17-4PH-xTiC coatings. by Dian Yu Luo (22656111)

“…Compared to the commercial blade, the wear of the laser-cladded blade was decreased by 67%. This study successfully applied wear-resistant laser cladding coatings on the surface of harvester blades with small substrate thickness, significantly extending their service life.…”

Table 1_Advances in sulodexide-based long-term anticoagulation for a myasthenia gravis patient with giant thymoma.docx by Zhou Liu (1506679)

“…<p>This case report describes a geriatric male patient with myasthenia gravis (MG) secondary to giant thymoma, presenting with progressive muscle weakness and ptosis. …”

Table 1_The adjunctive role of metformin in patients with mild to moderate ulcerative colitis: a randomized controlled study.docx by Ammena Y. Binsaleh (16631313)

“…There was a significant negative correlation between DAI and IL-10 (p = 0.0003, r = 0.371).…”

Data Sheet 1_Unveiling nitrogen preferences in indica rice: a classification study of cultivars in South China.pdf by Chu-sheng Lu (21188636)

“…</p>Result<p>Compared to ammonium-only nutrition, a mixed ammonium-nitrate treatment significantly boosted root and shoot growth, while nitrate-only nutrition led to a decline in chlorophyll content. …”

Supplementary file 1_Therapeutic effects of Balanites aegyptiaca DEL extract on diabetes mellitus: a systematic review.pdf by Olubukola Adebisi Odeniran (22162777)

“…Significant decrease in blood glucose level was recorded in Alloxan- and streptozotocin-induced rat/mice diabetes. …”

Supplementary file 2_Therapeutic effects of Balanites aegyptiaca DEL extract on diabetes mellitus: a systematic review.pdf by Olubukola Adebisi Odeniran (22162777)

“…Significant decrease in blood glucose level was recorded in Alloxan- and streptozotocin-induced rat/mice diabetes. …”

CONSORT diagram of the study. by Plaiwan Suttanon (4741197)

“…The control group showed a significant increase in COM angle sway excursion (lateral direction) (p = 0.011, d = 0.27, 95% CI [-0.19, 0.74]) and a decrease in TMT-A time (p = 0.031, d = 0.38, 95% CI [-0.09, 0.85]). …”

Quantification of faecal glucocorticoid metabolites as a measure of stress in the rock hyrax (Procavia capensis) living in an urban green space by Scheun, Juan (8229483)

“…Animal FID did not differ significantly between seasons but they did differ significantly between sections, and decreased in accordance with fGCM concentrations. …”

[A] Histopathological images of pancreas, liver, kidney, and heart tissues from the studied rat groups, stained with H&E. by Mohamed Lotfy (18599184)

“…Pancreas: Untreated diabetic rats show a reduction in the size of pancreatic islets of Langerhans (IL), correlated with a decrease in insulin-secreting beta cells. …”

Schematic diagram of monitoring points and units. by 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. by 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. by 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. by 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. by 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. by 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. by 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. by 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. …”