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Equivalent effect model.
Published 2025“…The number of soil disturbance particles decreases with an increase in forward speed, increases with a larger radius of the convex structure, and slightly decreases with an increase in the lugs angle. …”
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Simulation model.
Published 2025“…The number of soil disturbance particles decreases with an increase in forward speed, increases with a larger radius of the convex structure, and slightly decreases with an increase in the lugs angle. …”
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Displacement of soil particles in z direction.
Published 2025“…The number of soil disturbance particles decreases with an increase in forward speed, increases with a larger radius of the convex structure, and slightly decreases with an increase in the lugs angle. …”
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Simulation parameters [13].
Published 2025“…The number of soil disturbance particles decreases with an increase in forward speed, increases with a larger radius of the convex structure, and slightly decreases with an increase in the lugs angle. …”
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Displacement of soil particles in x direction.
Published 2025“…The number of soil disturbance particles decreases with an increase in forward speed, increases with a larger radius of the convex structure, and slightly decreases with an increase in the lugs angle. …”
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Soil particle simulation model.
Published 2025“…The number of soil disturbance particles decreases with an increase in forward speed, increases with a larger radius of the convex structure, and slightly decreases with an increase in the lugs angle. …”
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Multi-factor experimental results.
Published 2025“…The number of soil disturbance particles decreases with an increase in forward speed, increases with a larger radius of the convex structure, and slightly decreases with an increase in the lugs angle. …”
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Frequency-displacement curve.
Published 2025“…The number of soil disturbance particles decreases with an increase in forward speed, increases with a larger radius of the convex structure, and slightly decreases with an increase in the lugs angle. …”
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Bonding bonds between soil particles.
Published 2025“…The number of soil disturbance particles decreases with an increase in forward speed, increases with a larger radius of the convex structure, and slightly decreases with an increase in the lugs angle. …”
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Test factor coding.
Published 2025“…The number of soil disturbance particles decreases with an increase in forward speed, increases with a larger radius of the convex structure, and slightly decreases with an increase in the lugs angle. …”
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Displacement of soil particles in y direction.
Published 2025“…The number of soil disturbance particles decreases with an increase in forward speed, increases with a larger radius of the convex structure, and slightly decreases with an increase in the lugs angle. …”
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Frame structure and key dimensions.
Published 2025“…The number of soil disturbance particles decreases with an increase in forward speed, increases with a larger radius of the convex structure, and slightly decreases with an increase in the lugs angle. …”
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Behavior is best fit by models with independent attributes.
Published 2025“…Attribute values had the largest effects on choices, and attribute mappings (labeled Dir) had almost no effects. …”
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Data Sheet 1_Age and growth of Todaropsis eblanae (Ommastrephidae) through comparison of statoliths, beaks and eye lenses.docx
Published 2025“…Both sexes showed a higher initial growth rate, which gradually decreases, with the highest values at the age of 101-151 days, before reaching sexual maturity. …”
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Communities size for bibliographic coupling network.
Published 2025“…In the inset, we show the community size distribution (black circles) characterized by an asymmetric shape following power-law distribution (solid line) , where is the best-fit value obtained through MLE. As observed, the size of the communities decreases rapidly, with the largest community in the network being times larger than the second.…”
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Linear stability of the flow of a second order fluid past a wedge
Published 2024“…</p><p>'velProfiles' generates figures 2(a)-(f): Velocity profile and relative variation with respect to the Newtonian<br>profile for increasing and decreasing values of the parameter K; (a), (b) γ = 0 (flat plate); (c), (d) γ = 0.5<br>(flow past a wedge); (e), (f) γ = 1 (stagnation flow).…”