And then the effect of disturbance intensity on the stability of highly-stressed pillars is reflected by changing the different peak value of the dynamic stress wave.
通过改变扰动应力波峰值的大小，来考察动力扰动强度的变化对承受高应力矿柱稳定性的影响。
Place calculative is dynamic the result be identical of recrystallization rate and peak value stress and actual measurement is good.
所计算的动态再结晶率以及峰值应力和实测的结果吻合良好。
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