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Exact(17)
Indications of an optimum pillar length were also observed.
It was assumed that the excluded area was controlled by the scale of the pillar length and might have been influenced by the pillar bending stiffness.
This is also confirmed by the smaller pillar length compared with pillars etched in the λ1, λ2, and λ3 solutions (as seen in Figure8b).
The model predicts pillar length and width using depth of cover, mining height, panel width, roof strength rating and loading conditions.
The R2, VAF and RMSE values were obtained as 89.3%, 89.27 and 1.39 for the pillar width, and 86.6%, 86.4 and 2.77 for the pillar length.
The parametric study shows that the pillar length and inter-pillar distance significantly affect the effective in-plane and through-thickness properties.
Similar(43)
Figure 7 illustrates the simulated effect of series resistances on the performance of orthogonal devices with various pillar lengths measured at the base of the pillar.
It should be noted that although pillar lengths of up to 20 μm is considered in here, these dimensions may only be feasible with careful consideration of aspect ratios and pitch and by using highly optimized film deposition/growth.
Given the pillar lengths of up to few micrometers, it is feasible to omit the outer metallic sidewall and use a highly doped semiconductor layer on side walls in conjunction with a metallic mesh film at the base of the pillar as charge collection layer.
The dyed water flow was faster on the surface of lower static contact angle due to higher wettability, and the effect of pillar side length shown to be more significant on the surface of higher static water contact angle.
The effect of different parameters such as pillar's length and diameter, friction coefficient between pillar and roof, compressive strength of pillar, rock post-peak behavior, roof stiffness, and pillar and roof rock densities on the intensity of the strain burst were studied.
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