(1)
(2)
(3)
In order to studing the relation between the tunnel fault index and the working place fault index, we use twenty-five samples of working spot materials in mining bureau Pingdingshan regression to carry on regression adopting with the power function, the exponential function, the converse index, the logarithmic function, the line shape function. Table 1 shows the most superior result.
|
Working place fault index |
Tunnel fault index |
Adopting-Predicted tunnel fault index |
|
||
| (r=0.558) | ||
|
|
|
| (r=0.8661) | ||
|
||
| (r=0.8378) |
|
The rule of regression analysis |
Regression equation |
Relative predicted error(three surface averages) |
| Least square | ![]() |
43.12% |
| Robust Regression | ||
| No picking out | ![]() |
38.31% |
| Picking out 1 | ![]() |
34.39% |
| Picking out 4 | ![]() |
29.32% |
| Picking out 7 | ![]() |
22.17% |
, s' is area of the thin seam, s is the working surface area. Exposing tunnels, measuring the tunnel length i through the thin coal belt, tunnel total length L, supposing Kc=i/L ,
, and then We may obtain the true destruction index C in the thin seam, building the statistic relation between C and Kc or C and K'c.
We have collected twenty-five samples working surfaces material in the Pingdingshan mining bureau, doing a statistics and regressions forecast separately on C - Kc and C - K'c of their destruction indexes in this sector, the best answer lists in Table 3 and the actual prediction result in Table 4.
|
The rule of regression analysis |
Regression equation |
Relative predicted error(five surface averages) |
| Least square | ![]() |
9.36% |
| Robust Regression | ||
| No picking out | ![]() |
9.00% |
| Picking out 3 | ![]() |
9.25% |
| Picking out 4 | ![]() |
9.05% |
| Picking out 6 | ![]() |
9.61% |
|
The rule of regression analysis |
Regression equation |
Relative predicted error(five surface averages) |
| Least square | C=0.1189+0.9278K'c; r=0.8059 | 12.32% |
| Robust Regression | ||
| No picking out | C=0.1131+0.9936K'c; r=0.8482 | 12.02% |
| Picking out 1 | C=0.1073+1.0911K'c; r=0.8906 | 11.85% |
| Picking out 3 | C=0.1068+1.0938K'c; r=0.9192 | 11.82% |
(4)
After around the working surface the tunnel digs, has the roof elevation change situation according to the periphery tunnel, may directly select to the partial folds, to fold which vanishes in the working surface, may measure results in tunnel length L which the fold passed through, estimates the fold highly h, according to the above establishes S' and L and the h statistical relations, then extracts fold destruction index C.
According to the Da Zhuang mine sixteen working surfaces samples material, obtains S' and L and the h most superior statistical relations see Table 5 and Table 6.|
The rule of regression analysis |
Regression equation |
Relative predicted error(four surface averages) |
| Least square | S' =-2207.198+71.428L+79.638h r=0.768 | 36.07% |
| Robust Regression | ||
| No picking out | S' =-2306.141+70.924L+86.969h r=0.77 | 35.29% |
| Picking out 2 | S' =-6709.664+70.068L+237.477h r=0.768 | 26.77% |
| Picking out 3 | S' =-10776.3+77.478L+307.437h r=0.768 | 28.80% |
|
The rule of regression analysis |
The least square Regression equation |
Relative predicted error(four surface averages) |
| x=L | S' =-812.622+70.463x; r=0.768 | 37.03% |
| x=Lh | S' =10497+2.570x; r=0.771 | 28.70% |
| x=L | S' =10370.52+7.394?10x; r=0.683 | 24.95% |
| x=L | S' =1221.295+118.128x r=0.768 | 25.29% |
S'=-10776.3+77.478L+307.437h (5)
S'=10497.52+2.57(Lh) (6)
[1] Wang Yunjia, Jiao Baowen. Optimum Form of Working Face Fault Damaged Coefficent and Its Statiaycal Prediction. Coal Geology and Exploration, 1996,(2): 23-27(in Chinese)
[2] Wang Yunjia, Huang bolu. Study on the Applications of Robust Statistics in Mining Engineering. World Coal Technology, 1993, (8):31-35(in Chinese)
[3] Wu Liangcai. Study on Evaluation of Condition and Prediction of Production Index in Working Face Mining. D Thesis. Beijing: China University of Mining and Technology, 1995(in Chinese)
[4] Wang Rongxin. Mathematical Statistics. Xi’an: Xi’an Jiaotong University Press, 1989 (in Chinese)