Multitaper spectral analysis of the main coccolithophore species in core SO130-289KL. by Jose Dominick Guballa (19739909)

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Scanning electron microscope (SEM) images of common coccolithophore species identified in the study interval in core SO130-289KL. by Jose Dominick Guballa (19739909)

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Comparison of the association between maternal mortality in rural areas and distance to a hospital providing CEmONC and distance to public transport, Pakistan 2007 and 2019 (see no... by Farid Midhet (17403945)

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Analysis of Significantly Different ARGs and Resistance Mechanisms. by Xu Jia (187142)

Data Sheet 1_Introduction of Panax notoginseng into pine forests significantly enhances the diversity, stochastic processes, and network complexity of nitrogen-fixing bacteria in t... by Xiaoyan Zhao (347268)

“…</p>Results and discussion<p>Sanqi cultivation triggered a decrease in the abundance of NFB but increased α diversity. …”

The concentration of 6-gingerol (A) and 6-shogaol (B) in the ginger extract obtained from conventional maceration and pulsed electric field (PEF) extraction. by Hataichanok Chuljerm (19144293)

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Comparison of soleus muscle weight and fiber size histogram between young and aged WT and NMIIC KO mice. by Hiroki Hamaguchi (22783780)

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Datasets used in the study. by Rajon Banik (12066099)

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Details of significantly differentially abundant metabolites (<i>PPP1CC</i>-SSKO vs control). by Jiahong Sun (6497603)

Comparison with Existing Studies. by Na Zhao (112953)

“…The results indicate that: (1) the presence of pores prolongs both the time to failure and the onset of the AE burst stage, with longer durations observed at higher pore dip angles; (2) AE signal amplitude and frequency vary significantly across different loading stages, and the b-value exhibits an “increase–fluctuation–decrease” trend, with the decreasing stage serving as a precursor to rock instability; (3) pore dip angle strongly influences crack propagation types: dip angles of 0°–30° favor axial cracks and through-going wing cracks, 45°–75° angles tend to induce co-planar and wing crack connectivity, while 90° angles cause crack deviation, hindering through-going failure; (4) intact rock fails in a tensile–shear mixed mode, whereas the number of shear cracks in rocks with pores initially increases and then decreases with dip angle, reaching a maximum at 45°, resulting in shear-dominated failure. …”

Specimen Preparation and Experimental Setup. by Na Zhao (112953)

“…The results indicate that: (1) the presence of pores prolongs both the time to failure and the onset of the AE burst stage, with longer durations observed at higher pore dip angles; (2) AE signal amplitude and frequency vary significantly across different loading stages, and the b-value exhibits an “increase–fluctuation–decrease” trend, with the decreasing stage serving as a precursor to rock instability; (3) pore dip angle strongly influences crack propagation types: dip angles of 0°–30° favor axial cracks and through-going wing cracks, 45°–75° angles tend to induce co-planar and wing crack connectivity, while 90° angles cause crack deviation, hindering through-going failure; (4) intact rock fails in a tensile–shear mixed mode, whereas the number of shear cracks in rocks with pores initially increases and then decreases with dip angle, reaching a maximum at 45°, resulting in shear-dominated failure. …”

UCS texts data. by Na Zhao (112953)

“…The results indicate that: (1) the presence of pores prolongs both the time to failure and the onset of the AE burst stage, with longer durations observed at higher pore dip angles; (2) AE signal amplitude and frequency vary significantly across different loading stages, and the b-value exhibits an “increase–fluctuation–decrease” trend, with the decreasing stage serving as a precursor to rock instability; (3) pore dip angle strongly influences crack propagation types: dip angles of 0°–30° favor axial cracks and through-going wing cracks, 45°–75° angles tend to induce co-planar and wing crack connectivity, while 90° angles cause crack deviation, hindering through-going failure; (4) intact rock fails in a tensile–shear mixed mode, whereas the number of shear cracks in rocks with pores initially increases and then decreases with dip angle, reaching a maximum at 45°, resulting in shear-dominated failure. …”

THD for the stator current i_sb (ANN-BSC). by Abdelfattah Dani (22226715)

“…<div><p>With the increasing demand for wind energy in the electric power generation industry, optimizing robust and efficient control strategies is essential for a wind energy conversion system (WECS). …”

THD for the stator current i_sb (OTC-FOC). by Abdelfattah Dani (22226715)

“…<div><p>With the increasing demand for wind energy in the electric power generation industry, optimizing robust and efficient control strategies is essential for a wind energy conversion system (WECS). …”

Variation of CSC with curing age under three curing conditions: (a) standard curing; (b) 5 °C curing; (c) −3 °C curing. by YongHe Liu (20477123)

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Variation of RDEM of concrete under three curing conditions after F–T: (a) SC; (b) 5 °C curing; (c) −3 °C curing. by YongHe Liu (20477123)

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Dataset. by Parisa Afzal Haghjoo (22453647)

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Test soil parameters. by Yonggang Huang (223155)

“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”

Influence of UHMWPE length on swelling pressure. by Yonggang Huang (223155)

“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”

UHMWPF parameters. by Yonggang Huang (223155)

“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”