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One mine safety expert said that increasing pillar size to bolster safety could come at a price.
Effects of pillar size and aspect ratio were also studied.
In our experiment, ZnO pillar size decreased from 7 to 1.5 μm.
Both flow strength and hardening rate are size-dependent and increase with decreasing pillar size.
The results reveal that with decreasing pillar size, the yield stress decreases.
This scatter decreased with increasing pre-strain and pillar size, suggesting a transition from discrete to collective dislocation behavior.
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In this study, the fuzzy logic was applied to predict safe pillar sizing in room and pillar coal mines.
This includes Young's modulus, Poisson's ratio, unit weight, and element length, as well as depth and pillar sizes.
In addition, the strength of the relationship between the pillar sizing and the five input parameters were evaluated by the cosine amplitude method and the results showed that the most effective parameter on pillar sizing is loading conditions.
Voigt average analysis and finite element calculations are compared to experiments for the available range of pillar sizes.
Increasing the inter-pillar gap size from 1 to 6 μm for surfaces with small pillar sizes of 1 and 2 μm resulted in decreased proliferation and in more elongated cells with long pseudopodial protrusions.
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