Raman spectra (a) GNPs, and (b) Ag nanoparticles. by Athirah Najwa Zaaba (22559957)

“…The nanofluids were synthesized using a two-step method with Tween-80 surfactant to enhance dispersion stability. …”

Mating and post-mating behavior of brown planthoppers. by Yi-Jie Zhang (713506)

Tree cover limits occupancy of a declining game bird by Bradley Kubecka (7387181)

“…<p>Open forest ecosystems are considered one of the most imperiled ecosystems in North America and many associated avian species are experiencing population declines. Management at large and impactful scales is challenging on private lands due to fragmentation and resource limitations, but public lands are often larger in scale and offer opportunities for landscape level conservation of species of conservation concern. …”

Time series of validations on buses using <i>smart-cards</i> during the COVID-19 pandemic period in 2020. by Jorge L. B. Araújo (20324246)

Schematic diagram of monitoring points and units. by Jie Zhao (49409)

“…Using the three-dimensional finite difference software FLAC^3D (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”

The analysis procedure. by Jie Zhao (49409)

“…Using the three-dimensional finite difference software FLAC^3D (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”

Model monitoring points and units coordinates. by Jie Zhao (49409)

“…Using the three-dimensional finite difference software FLAC^3D (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”

Soil mechanical parameters. by Jie Zhao (49409)

“…Using the three-dimensional finite difference software FLAC^3D (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”

Parameters of the contact surface. by Jie Zhao (49409)

“…Using the three-dimensional finite difference software FLAC^3D (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”

The schematic diagram of free-field boundary. by Jie Zhao (49409)

“…Using the three-dimensional finite difference software FLAC^3D (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”

Residual deformation parameters of soil. by Jie Zhao (49409)

“…Using the three-dimensional finite difference software FLAC^3D (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”

Soil fluid and liquefaction parameters. by Jie Zhao (49409)

“…Using the three-dimensional finite difference software FLAC^3D (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”

PL-Finn model development procedure diagram. by Jie Zhao (49409)

“…Using the three-dimensional finite difference software FLAC^3D (Fast Lagrangian Analysis of Continua), we conducted numerical simulations of both unreinforced and reinforced liquefiable sand foundations. A three-dimensional model was developed, incorporating dynamic analysis with the PL-Finn constitutive model to simulate post-liquefaction large deformations. …”

2526 and 546 bind to complex glycans on their target antigens. by Matthew J. Vukovich (19697895)

Primer sequences used in experiments. by Han Jiang (195350)

“…Repression of <i>tspan12</i> and <i>tspan13</i> gene expression led to decreased secretion of cysteine proteases, while repression of <i>tspan4</i> led to a four-fold increase in the activity of cysteine proteases in crude extracellular vesicles (EVs) fraction. …”

Figure interpretation guide and global results. by Jean-Francois Gehanno (13229260)

“…This study aimed to describe recent evolutions of working conditions and health status of French workers over a decade across different activity sectors.</p><p>Methods and findings</p><p>Data from a large national French observatory of working conditions and health were used. …”

Dimensions description and scales used. by Jean-Francois Gehanno (13229260)

“…This study aimed to describe recent evolutions of working conditions and health status of French workers over a decade across different activity sectors.</p><p>Methods and findings</p><p>Data from a large national French observatory of working conditions and health were used. …”

Supplementing the buffer with 3% PEG increases the end-to-end flow-stretched DNA length and reduces fluctuations. by Fatema Tuz Zohra (11378812)

2526 Epitope Mapping for influenza HA, SARS-CoV-2 spike, and HIV-1 Env. by Matthew J. Vukovich (19697895)

Variation of UCS with SHMP, PG and water glass. by Chenhao Li (822769)

“…<div><p>To solve the disposal of large quantities of construction waste clay, this study proposes a new method for preparing controlled low strength materials (CLSM). …”