Research Article

Evaluation on the Stability of Vertical Mine Shafts below Thick Loose Strata Based on the Comprehensive Weight Method and a Fuzzy Matter-Element Analysis Model

Table 7

Field example data statistics.

Mining areaShaftsSurface subsidence velocity (mm/a)Cumulative surface subsidence (mm)Loose strata thickness (m)The water level drop value at the bottom of a loose aquifer (m)Shaft wall thickness (m)Construction method and shaft wall typesInner-outer diameter ratio of the shaftShaft wall construction qualityActual grade

HuaibeiLinhuan Coal Mine auxiliary shaft47426239.141.60.770.70.7395
Haizi Coal Mine middle air shaft60503245700.770.30.6335
Haizi Coal Mine main shaft60503247.2720.60.30.7275
Haizi Coal Mine auxiliary shaft60503239.1700.710.30.7255
Zhuxianzhuang mine air shaft101002547.31.330.50.7511
XuzhouZhangshuanglou mine main shaft38466242.95480.830.50.7394
Zhangshuanglou mine auxiliary shaft38466243.155510.70.7394
HuainanPansan Coal Mine west wind shaft35273.06440.823510.30.80633
Panyi Coal Mine east wind shaft36300.55292.464210.30.67394
YanzhouXinlongzhuang Coal Mine main shaft51400189.3138.310.770.30.78553
Xinglongzhuang Coal Mine auxiliary shaft51400190.4142.690.830.50.7874
Xinglongzhuang Coal Mine east wind shaft20300176.4547.961.420.50.78174
Nantun Coal Mine baimahe air shaft21.51272.5140.536.711.250.50.873
Dongtan Coal Mine main shaft14.9430530510.430.910.10.7532
Dongtan Coal Mine auxiliary shaft15.18309.9309.97.431.10.30.7832