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.…”

Data Sheet 1_Splenic volume as a predictor of survival in cancer patients treated with immune checkpoint inhibitors.docx by Yunhua Zhang (231470)

“…</p>Results<p>Within our study population, findings demonstrated a significantly decreased OS (HR: 2.02, 95% CI: 1.08–3.77, p = 0.027) and PFS (HR: 1.84, 95% CI: 1.05–3.21, p = 0.032) in HCC patients with a high baseline spleen volume, compared to individuals with lower spleen volumes. …”

Figure 2 from Metabolomic Biomarkers in Blood Samples Identify Cancers in a Mixed Population of Patients with Nonspecific Symptoms by James R. Larkin (14936324)

“…<p><b>A,</b> Mean NMR spectra for samples from unwell patients with either confirmed solid tumor diagnoses (red, <i>n</i> = 17) or confirmed noncancer diagnoses (black, <i>n</i> = 175). …”

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]). …”

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. …”

PL-Finn model development procedure diagram. 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. …”