S1 Raw data - by Xiaoyi Shi (3825754)

“…Our results indicated that PGAM5 was significantly elevated by I/R injury, and predominantly localized in the necrosis area. …”

The chemical structure of melatonin. by Xiaoyi Shi (3825754)

“…Our results indicated that PGAM5 was significantly elevated by I/R injury, and predominantly localized in the necrosis area. …”

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)

“…We found that the catalytic activity is mainly due to the level of antibonding states filling between the Cu atom and *OCHOH intermediate. …”

State variable definitions. by Richard Lagos (21087738)

“…The simulations revealed a significant relationship between the mobility of dogs and the increase in infected sheep. …”

IFN-responsive and anti-viral pathways are induced in γδ T cells post-HIV-1 acquisition. by Gina L. Griffith (20649097)

Phylosymbiosis between primates and their gut mycobiomes. by Emily P. Van Syoc (22169869)

“…<b>(D)</b> Pairwise Bray–Curtis distances of each human sample to nonhuman primates, ordered by increasing median. Letters denote statistical significance at <i><i>P</i></i> < 0.05 with Tukey’s post hoc test after ANOVA. …”

CDCP1 regulates CDA and hENT1 expression through c-Src/PKCδ signaling pathway. by Kun-Lin Hsieh (11401919)

“…T24-CD cells exhibited increased CDA and decreased hENT1 expression, whereas T24-CDKO cells showed the opposite trend. …”

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. …”

Evolutionary tree analysis of ZmSTOMAGEN. by Juan-Juan Xu (18590868)

“…These included brassinosteroid metabolite imbalance (increased typhasterol, decreased castasterone) and differential gibberellin regulation (elevated GA4, reduced GA1). …”

Raw data for all figures. by Juan-Juan Xu (18590868)

“…These included brassinosteroid metabolite imbalance (increased typhasterol, decreased castasterone) and differential gibberellin regulation (elevated GA4, reduced GA1). …”

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

“…<p>(A-B) These graphs represent the area under the curve of the LLC response frequency. There are significant decreases in LLC responses in the 24+ (p < 0.0001) and 48+ (p ≤ 0.0001) fish. …”

White-to-opaque switching frequencies of double TF heterozygotes in a <i>WOR1</i>(KR-to-G) strain background. by Collin Ganser (8924843)

“…WT and TF single heterozygotes are shown in gray, <i>WOR1</i> single heterozygotes are shown in white, double heterozygotes that increased switching relative to the <i>WOR1</i> single heterozygote are shown in red and double heterozygotes that decreased switching relative to the <i>WOR1</i> single heterozygote are shown in blue. …”