Physical parameters of the soil samples. by Ruihong Wang (1932328)

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Baijiabao landslide simulation model. by Ruihong Wang (1932328)

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Fig 6 - by Ruihong Wang (1932328)

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Shear strength variation curve. by Ruihong Wang (1932328)

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The relationship of the shear strength parameter and strength damage coefficient with the number of freeze‒thaw cycles. by Ruihong Wang (1932328)

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Load-axial displacement curve. by Mengjun Wang (243312)

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Summary of output from linear mixed models: F and significance (p) values. by Kate Horan (4960483)

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Concentration of RebA and Steviol showed increased significantly, whereas stevioside showed significant decrease in all the transgenic lines. by Nazima Nasrullah (6874496)

“…<p>Concentration of RebA and Steviol showed increased significantly, whereas stevioside showed significant decrease in all the transgenic lines.…”

The number of gauging cross-sections where a statistically significant decreasing trend was identified. by Krzysztof Kochanek (835532)

“…<p>The number of gauging cross-sections where a statistically significant decreasing trend was identified.…”

Comparison of axial load-displacement curve. by Mengjun Wang (243312)

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Load-displacement curve for parameter analysis. by Mengjun Wang (243312)

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Changes in vertical displacement of pile top. by Yifei Wang (95207)

“…The research results indicate that as the depth increases, the acceleration at the pile top is significantly greater than that at the pile bottom, with an average increase of 20% in acceleration at three different earthquake magnitudes; Both the beginning of the pore pressure ratio growth and the ultimate reaching of its stable pore pressure ratio coincide with a rise in earthquake magnitude. …”

Changes in horizontal displacement of pile top. by Yifei Wang (95207)

“…The research results indicate that as the depth increases, the acceleration at the pile top is significantly greater than that at the pile bottom, with an average increase of 20% in acceleration at three different earthquake magnitudes; Both the beginning of the pore pressure ratio growth and the ultimate reaching of its stable pore pressure ratio coincide with a rise in earthquake magnitude. …”

Discovery of Natural Products Alleviating Renal Fibrosis with a Viscosity-Responsive Molecular Probe by Kaiyu Zhang (198799)

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Discovery of Natural Products Alleviating Renal Fibrosis with a Viscosity-Responsive Molecular Probe by Kaiyu Zhang (198799)

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Effect of Amphiphilic CaCO₃ Nanoparticles on the Plant Surfactant Saponin Solution on the Oil–Water Interface: A Feasibility Research of Enhanced Oil Recovery by Kaiping Tian (16834391)

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Surface displacements after shot peening in the finite element model for different projectile diameters: (a) 0.4 mm, (b) 0.6 mm, (c) 0.8 mm, (d) 1.0 mm, and (e) surface roughness P... by Huashen Guan (20454677)

Exercise is associated with a decrease in BMI. by Stephanie Y. Yang (8384520)

“…<p>There was a significant association between a greater number of exercise sessions attended and decreased BMI over the 6-month intervention period.…”

Cell-penetrating 15mer peptides decrease the proliferation and viability of cancer cells. by Pavan Kumar Puvvula (10495853)

Force–displacement curves of M5. by Yukun Hu (427264)

“…The simulation results indicate that: i) the shear failure and flexural failure were the main failure modes of masonry walls; ii) shear failure could be viewed as the main failure mode of the model when the aspect ratio was less than 1.00; however, the flexural failure was considered to be the main failure mode of the model once the aspect ratio was greater than 1.00; iii) when a vertical load of 0.20 MPa was applied to the model, only flexural failure was observed, regardless of whether the aspect ratio of the model increased or decreased; the flexural shear mixed failure was captured within the range of 0.30 MPa– 0.50 MPa; the shear failure was the main failure mode within the range of 0.60 MPa– 0.70 MPa; and iv) the wall with an aspect ratio less than 1.00 could bear a higher horizontal load, and the increase in vertical load can significantly improve the horizontal load of the wall. …”