Two- and three-dimensional elasto-plastic analysis for coal pillar design and its application to highwall mining

Designs ◽  
2019 ◽  
Vol 3 (2) ◽  
pp. 20
Author(s):  
Feiya Xu ◽  
Wenbing Guo ◽  
Jianli Li

High voltage line towers in mining areas are sensitive to surface deformation caused by mining. Protective coal pillar design for high voltage towers is one of the commonly-used technical measures. Aiming to solve the coal mining safety problem under the Ultra High Voltage transmission line in Sihe Coal Mine of Shanxi Province, the angle and size of protective coal pillars with the vertical line method were analyzed in this paper. The effect of additional displacement caused by landslide or slippage mining in mountain areas and repeated mining was considered. Based on the principle of the vertical line method, the protective coal pillar range and size were calculated. The amount of coal deposited in coal pillars for high voltage line towers was compared and analyzed between the vertical line method and the linear structure method. The results showed that the angle of critical deformation decreased by 2~10° caused by slippage due to mining in a mountainous area, and the angle in the uphill direction of building decreased more than that in the downhill direction; when multi-seams were mined repeatedly, the angle of critical deformation in the lower seam coal mining was reduced by 5~10° compared with that of the upper seam. The protective coal pillar design with the vertical line method can protect the high voltage line towers more effectively, and the amount of protective coal pillars with the vertical line method was 5.8 million tons less, which avoided the waste of coal resources.


1972 ◽  
Vol 22 (2) ◽  
pp. 305-317 ◽  
Author(s):  
Ajaya K. Gupta ◽  
Bijan Mohraz ◽  
William C. Schnobrich

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