会议专题

Statistical Analysis for Frictional Resistance Coefficient of Lining Roadway in Mine

In order to accurately obtain the frictional resistance coefficient of lining roadway (without installing belt) , 272 groups of measured data selected from 13 coal mine are statistically analyzed by applying SPSS software and Bootstrap resampling method.At the same time, the data are analyzed by using the cluster method and box line diagram of outliers, tested by using the Kolmogorov — Smirnova and Shapiro — Wilk.The results show that the frictional resistance coefficient resulting from measured data dont follow normal distribution when the extreme value and outliers are rejected from the measured data.By applying the Bootstrap resampling method, the data are statistically computed, and the value range of frictional resistance coefficient is from 0.0046 to 0.0064N.s /m .Applying the statistical results of frictional resistance coefficient to the Lvjiao-tuo Coal Mine, the correlation of hectometer frictional resistance between practical measurement and statistical computation is highly significant.Therefore, the correctness of statistical data is verified.It greatly increases the accuracy and reliability in calculating the frictional resistance coefficient of lining roadway, and it has important guiding significance for the ventilation safety management of mine.

lining roadway frictional resistance coefficient SPSS software Bootstrap resampling method

Jia Baoshan Pi Zikun Jia Tinggui Yin Bin

Key Laboratory of Thermal Dynamic Disaster & Control of Mine,Ministry of Education,Fuxin,123000 Key Laboratory of Thermal Dynamic Disaster & Control of Mine,Ministry of Education,Fuxin,123000 Facu

国际会议

the 4th International Symposium on Mine Safety (2012) 第四届国际矿山安全学术研讨会(2012)

阜新

英文

238-242

2012-08-04(万方平台首次上网日期,不代表论文的发表时间)