Characteristics of the study subjects (N = 39). حسب Layane S. P. Costa (22530327)

"…EELV increased in PL (+ 0.7 mL/kg PBW), PR (+2.0), and AR (+2.8), but decreased in AL (−2.3) (<i><i>p</i></i> < 0.001). In the bilateral protocol (n = 10, 70% male; 23.6 ± 3.2 years), regional ventilation showed no significant effects of position, ROI, or interaction (<i><i>p</i></i> > 0.05). …"

Flowchart of study. حسب Layane S. P. Costa (22530327)

"…EELV increased in PL (+ 0.7 mL/kg PBW), PR (+2.0), and AR (+2.8), but decreased in AL (−2.3) (<i><i>p</i></i> < 0.001). In the bilateral protocol (n = 10, 70% male; 23.6 ± 3.2 years), regional ventilation showed no significant effects of position, ROI, or interaction (<i><i>p</i></i> > 0.05). …"

Acoustic startle at 6 dpf. حسب Morgan Barnes (7876373)

"…An unpaired t-test was used for all groups exhibiting normality except for when variances were significantly different (SLC-48). For those we utilized a Welch’s t-test. …"

Boxplots of food security metrics by income equivalence indices. حسب Daniel Fobi (13607663)

Data Sheet 1_Fungal planktonic community related to salinity and temperature in an oligotrophic sea.docx حسب Ashwag A. Asseri (20633438)

"…However, our knowledge of these fungi in the marine ecosystem remains limited. To address this gap, we conducted a study to investigate the diversity of planktonic fungal communities in the Red Sea, a warm and oligotrophic sea. …"

Boxplots of food-security metrics by household asset categories. حسب Daniel Fobi (13607663)

Fig 10 - EC. حسب Curtis Chepsiror (21368103)

Treatment plan of wheat maize composite blends. حسب Muhammad Adnan (678952)

"…The mineral analysis of various flours showed an increase in the calcium, magnesium, potassium and sodium while decrease in zinc contents. The pasting behaviour of wheat maize composite blends showed a significant decrease in their viscosities as the quantity of maize flour increased. …"

Roadbed construction process. حسب Yunke Liu (4839084)

"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"

Mixing ratios. حسب Yunke Liu (4839084)

"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"

Basic parameters of phosphogypsum. حسب Yunke Liu (4839084)

"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"

Chemical composition of phosphogypsum. حسب Yunke Liu (4839084)

"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"

Basic parameters of cement. حسب Yunke Liu (4839084)

"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"

Chemical composition of red clay. حسب Yunke Liu (4839084)

"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"

Flowchart of the testing process. حسب Yunke Liu (4839084)

"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"

Mix CBR value/%. حسب Yunke Liu (4839084)

"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"

Mixed embankment settlement monitoring results. حسب Yunke Liu (4839084)

"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"

Test road monitoring results. حسب Yunke Liu (4839084)

"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"

Schematic diagram of the wet/dry cycle process. حسب Yunke Liu (4839084)

"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"

Quantitative analysis table of mix composition. حسب Yunke Liu (4839084)

"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"