Different steps of the fabrication process. by Md. Abu Daud (21485629)

Data of AFR(%) of axial surface for each group. by Long Li (6555)

“…In the adhesive retention strength experiment, prostheses and abutments were bonded using permanent resin cement; retention strength was measured using a universal testing machine. Data were analyzed using one-way analysis of variance (ANOVA) or Welch’s ANOVA, followed by Tukey’s honestly significant difference test.…”

XRD pattern of the fabricated LZCM composites. by Md. Abu Daud (21485629)

Effect of ZrO₂ Addition on CTE. by Md. Abu Daud (21485629)

Prediction plots showing (A) the increase of the rodent flea abundance was mostly likely influenced by species identity: <i>Xenopsylla brasilliensis, Pulex irritans</i>, and <i>Din... by Stella T. Kessy (18700173)

Distribution of predicted proteins from the <i>P. berghei</i> proteomes of activated gametocytes. by Yonghui Feng (12227596)

Stereological estimations of morpho-quantitative parameters in marmoset dorsal lateral geniculate nucleus (DLG). by Nelyane N. M. Santana (5217074)

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. …”

Distributions of Passenger Patience for the Period 1: (a) Histogram of Taxi Wait Times and PDF of Patience for 1^st Forced Stops in Zone 1; (b) CDFs of Taxi Wait Times an... by Fangyi Yang (18867853)

Phosphoproteomic analysis of Δ<i>pbpp6</i> and WT <i>P. berghei</i> gametocytes. by Yonghui Feng (12227596)

Quantitative proteomic analysis of Δ<i>pbpp6</i> and WT <i>P. berghei</i> gametocytes. by Yonghui Feng (12227596)

Single-phage therapy succeeds against phage resistance with a strong enough immune system. by Jacopo Marchi (7252499)

Supporting information_raw dataset. by Nusrat Jahan Mumu (22305359)

“…While HR enhanced most soil P fractions, higher N rates (>N100) tended to decrease labile-Pi (inorganic) fractions by up to 45% suggesting a potential decline in plant-available P. …”

Soil phosphorus fractionations procedure [41]. by Nusrat Jahan Mumu (22305359)

“…While HR enhanced most soil P fractions, higher N rates (>N100) tended to decrease labile-Pi (inorganic) fractions by up to 45% suggesting a potential decline in plant-available P. …”

Top view of the experimental setup. by Muhammad Hammad Bucha (21736111)

“…By increasing the surface roughness of the bluff body, the lock-in region decreases and as a result, the harvested power from that bluff body is reduced. …”

Parameters of energy harvesting. by Muhammad Hammad Bucha (21736111)

“…By increasing the surface roughness of the bluff body, the lock-in region decreases and as a result, the harvested power from that bluff body is reduced. …”

Graph for Max Amplitude/Length at G_y = 0. by Muhammad Hammad Bucha (21736111)

“…By increasing the surface roughness of the bluff body, the lock-in region decreases and as a result, the harvested power from that bluff body is reduced. …”

Graph for maximum Frequency at G_y = 0. by Muhammad Hammad Bucha (21736111)

“…By increasing the surface roughness of the bluff body, the lock-in region decreases and as a result, the harvested power from that bluff body is reduced. …”