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Angle of draw to the dip side.
It is obtained from the study that the rock load height and stress concentration are comparatively more at the dip side of the working than the rise side.
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Grip the other end of the petal and place the dipped side into your mouth.
(Windex works well too) With the dipped side, run it over the connectors about 2 times per side.
The first stress meter was installed in the dip-side pillar at 63LN/38D, when it was 70 m away from line of extraction.
The stress meter is installed at 65LN/38D in the dip-side barrier when the goaf edge is 98 m away from the monitoring station.
The third stress meter was installed at 65LN/39D in the dip-side barrier at a distance of 41 m from the edge of goaf.
The fourth stress meter was installed at 65LN/38D in the dip-side barrier when the goaf edge was 98 m away from the monitoring station.
Open image in new window Figure 7 Observation of stress variation in the dip-side barrier pillar with time at 65LN/38D.
As a result, subsidence factor is 0.8, the horizontal displacement factor 0.2, and the tangents of both the draw angle at dip side are 2.6 and of the angle at rise side is 2.2.
The initial 60 s of the event were associated with the fault slip to the up-dip side of the hypocenter; the rupture propagation to the down-dip side was observed 60 to 90 s after the initiation of rupturing (Koketsu et al.2011; Yokota et al.2011).2011
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