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The mining-induced fractures developed 8 30 m above the mined No. 11-2 seam, which was 7.525 times of the seam mining height, the fracture zone was about 65° upward from the seam open-off cut toward the goaf, the height of longitudinal joint growth was 4 20 times of the mining seam height, and the height of lateral joint growth was 20 25 times of the mining seam height.
The mining-induced fractures developed 8.0 30 m above the mined No. 11-2 seam, which was 7.525 times of the seam mining height, the fracture zone was about 65° upward from the seam open-off cut toward the goaf, the height of longitudinal joint growth was 4 20 times of the seam mining height, the height of lateral joint growth is 20 25 times of the seam mining height.
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The height of the longitudinal fractures was 4 20 times of the mining height.
Lin and co-workers suggested that Feiss line method was an objective means to define flexible flatfoot as compared to observation of the height of medial longitudinal arch.
The space and height of large fixed longitudinal sand dues in the eastern part are about 2 km and 120 m in average and those of large fixed transversal sand dunes to the north of Mazartag Mountain Range are about 1 km and in the range between 50 and 100 m.
Morag et al. 1997[ 3] found that age correlated with heel pad stiffness, but to a lesser degree with walking speed, soft tissue characteristics, and height of the medial longitudinal arch.
Important aspects of the height and longitudinal characteristics of these waves and their modification of the F region evening vertical drift and ESF are discussed in the 'Results' section.
However, an increase in beam heights leads to fracturing of longitudinal bars at early stages of loading and consequently decreases the catenary action of the sub-assemblage.
According to the study of Sneddon (1946), it is assumed that the fracture is vertical in homogeneous and isotropic reservoir, with the height of ( H ) and elliptical longitudinal profile.
In this equation ρ w is ratio of shear reinforcement around the opening, and k u and k p, are factors which are dependent to the height of section and the ratio of longitudinal reinforcement, respectively.
The effectiveness of this structure is influenced by the design dimensions which include: the height of draining dyke, the size of overflow gate in the draining dyke, the length of herringbone water-sediment separation grid, the width of the grid, the gradient of the grid, the intersection angle between ribbed beams and ridge beam, and the height and longitudinal gradient of outflow channel.
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