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首页> 外文期刊>International Journal of Rock Mechanics and Mining Sciences >Prediction of progressive surface subsidence above longwall coal mining using a time function
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Prediction of progressive surface subsidence above longwall coal mining using a time function

机译:使用时间函数预测长壁采煤上的渐进地表沉陷

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摘要

Based on the Knothe time function, the prediction of progressive subsidence has been demonstrated, and the factor of proportionality, C, describing the influence of geological and mining conditions on the deformation process in time has been determined when there is no measured material in practice. The prediction of progressive subsidence for the 1176E working face, Qianjiaying Coal Mine, indicates that this method is effective and easy to apply for analysis in practice. The differential subsidence characteristics, such as progressive slope, progressive curvature and horizontal strain can also be calculated similarly. Although we found that the tangent of major influence angle is constant, in fact this is different from the traditional Chinese researchers' standpoint.However, determining the real distribution of a time function is not an easy problem in theory and the imperfections of Knothe time function still occur. In order to determine Knothe time function's character, we make an assumption that the variable t has values in the range from zero to + infinity. Results of the analysis demonstrate that in this model the time function increases from a minimal value equal to zero to a maximal value limited by the horizontal asymptote. The first derivative is a decreasing function, and its maximum occurs for a time t = 0. The second derivative is a function increasing from a minimal value to zero. It must be noted that the subsidence rate initially increases from a value equal to zero (for t = 0) to a maximal value, and then it decreases to zero (for t = + infinity) in real conditions. The second derivative, which represents the subsidence acceleration, increases from a value equal to zero (for t = 0) to a maximal value, then it decreases to a minimal value less than zero, and then it increases asymptotically to zero. That is to say, we cannot simulate the subsidence rate and acceleration using the Knothe time function. Thus, further aspects now need to be investigated and remain to be solved in the future.
机译:基于Knothe时间函数,已经证明了对沉陷的预测,并且在实践中没有测量材料时,确定了描述地质和采矿条件对变形过程的影响的比例因子C。对钱家营煤矿1176E工作面逐步沉陷的预测表明,该方法是有效的,易于在实践中进行分析。也可以类似地计算出不同的沉降特征,例如渐进斜率,渐进曲率和水平应变。尽管我们发现主要影响角的切线是恒定的,但实际上这与中国传统研究者的观点不同。仍然发生。为了确定Knothe时间函数的性质,我们假设变量t的值在从零到+无穷大的范围内。分析结果表明,在该模型中,时间函数从等于零的最小值增加到受水平渐近线限制的最大值。一阶导数是一个递减函数,其最大值在时间t = 0时出现。二阶导数是一个从最小值增加到零的函数。必须注意的是,沉降率最初从等于零的值(对于t = 0)增加到最大值,然后在实际条件下降低到零(对于t = +无穷大)。表示沉降加速度的二阶导数从等于零的值(对于t = 0)增加到最大值,然后减小到小于零的最小值,然后渐近增加到零。也就是说,我们无法使用Knothe时间函数来模拟沉降速率和加速度。因此,现在需要研究其他方面,并且在将来有待解决。

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