Table 1_Epidemiology of second trimester induced abortion in Ethiopia: a systematic review and meta-analysis.docx by Mesfin Abebe (12400154)

“…Background<p>Second-trimester induced abortion refers to the termination of a pregnancy occurring between 13 and 28 weeks of gestation in Africa. …”

GP41⁺ SPION⁺ MNGC in the CNS of an animal with AIDS and SIVE. by Zoey K. Wallis (17725175)

Modulating the Coordination Environment of Cu-Embedded Mo<i>X</i>₂ (<i>X</i> = S, Se, and Te) Monolayers for Electrocatalytic Reduction of CO₂ to CH<sub>4</su... by Thamarainathan Doulassiramane (17382128)

“…Recently, single-atom catalysts (SACs) have attracted much attention in electrocatalysis and are more efficient than traditional metal-based catalysts. In this study, we modeled a Cu single atom embedded on Mo<i>X</i>₂ (<i>X</i> = Se and Te) monolayer with a single chalcogen (<i>X</i>) vacancy as SAC. …”

Transcriptional analysis of <i>L. infantum</i>-infected macrophages from female and male donors. by Annika Bea (17686341)

Data Sheet 1_Factors affecting posaconazole plasma concentrations: a meta-analysis and systematic review.docx by Ruochen Qu (16946790)

“…High-fat meals, age, and sex did not have a significant impact on posaconazole oral suspension (POS) concentrations. …”

DataSheet1_YOLO-Ginseng: a detection method for ginseng fruit in natural agricultural environment.zip by Zhedong Xie (20293563)

“…</p>Results<p>The experimental results demonstrate that the compressed YOLO-Ginseng achieves an average precision of 95.6%, which is a 2.4% improvement compared to YOLOv5s and only a 0.2% decrease compared to the uncompressed version. …”

DataSheet1_YOLO-Ginseng: a detection method for ginseng fruit in natural agricultural environment.zip by Zhedong Xie (20293563)

“…</p>Results<p>The experimental results demonstrate that the compressed YOLO-Ginseng achieves an average precision of 95.6%, which is a 2.4% improvement compared to YOLOv5s and only a 0.2% decrease compared to the uncompressed version. …”

Table_1_Higher oxidative balance score is associated with lower female infertility: a cross-sectional study.DOCX by Xiong Lei (3847897)

“…</p>Methods<p>In this study, we performed a secondary analysis of the National Health and Nutrition Examination Survey and calculated the values of oxidative balance score (OBS). …”

<b>Fire Severity Alters Soil Microbial Diversity and Community Stability in a Subtropical Forest Ecosystem</b> by Xuezhao (21803957)

“…<a href="" target="_blank">Here, we collected field data from <i>Pinus yunnanensis</i> forests in Yunnan Province, southwestern China, to examine the short-term impacts of low-severity fires, </a><a href="" target="_blank">high-severity fires</a>, and unfired controls on the composition, diversity, function, and co-occurrence networks of soil bacterial and fungal communities, and to identify key soil properties driving microbial community changes following fire disturbances. …”

Allometric of beds number allometric types and their changes in YRD Cities, 2009–2022. by Deng Jing (20614820)

Allometric of doctors, number of allometric types and their changes in YRD Cities, 2009–2022. by Deng Jing (20614820)

Table 1_Strawberry-herb intercropping: a 2-year study toward sustainable intensification and diversification.docx by Sebastian Soppelsa (5776868)

“…Our results showed significant year-to-year variation. Although strawberry plants intercropped with herbs in 2021 achieved a fruit production that was not significantly different from that of pure stand (on average 150 g plant⁻¹), the intercropping systems outperformed monocropping as revealed by indices such as land equivalent ratio (LER) and income equivalent ratio (IER) both greater than one. …”

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. …”