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This major left bend structure is also mapped previously (Sawa et al. 1999), suggesting the existence of such a persistent fault structure continuing to the certain depth.
It should be noted that in many mining basins, in which the mining works have been performed for a long period of time, rockburst and mining tremors appeared when the certain depth of operation typical of specific region was exceeded.
Results show that stress fields could convert in the vertical and four ranges corresponding to the certain depth can be characterized: the σH > σv > σh type mainly occurs in the shallow and deep coal seams (<600 m and > 825 m); From 600 to 725 m, a stress transition zone can be observed (σH ≈ σv > σh); The σv > σH > σh type is dominant within depth from 725 to 825 m.
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This is the property of the earth that at a certain depth the temperature of earth is almost constant throughout the year.
Once such an emplacement of the décollement occurs at a certain depth, the downwards extension of the plate interface is thought to lie close to or within the ocean-plate basalt over a wide range of the seismogenic zone.
When the crack length reaches a certain depth, the so-called critical depth, the section collapses.
An example of the distribution of frames at the nodes for a certain depth of the tree is given in Figure 3.
In a certain depth, the bigger the air inlet velocity is, the higher the solid matrix dimensionless temperature is.
After a certain depth, the bigger the air inlet velocity is, the lower the solid matrix dimensionless temperature is, and the bigger the air inlet velocity is, the higher the air dimensionless temperature is.
To calculate the diffusion coefficient, we used the following formula (from Fick's first law) [7]: D=-frac{1}{4tau cdot tgalpha } (3)where tg was determined from the graph: fleft({x}_n^2right)= lg left(frac{partial {I}_n}{partial {x}_n}right) (4 and t is the diffusion annealing time, x is the penetration depth of the isotope into the sample, I is the intensity of the isotope at a certain depth.
For symmetric sections such as round rebar or tube, the heterogeneous nature of the concrete and interference of the aggregate size with the size of the section, could affect the bond stress round the perimeter of the section at a certain depth.
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