Mine Size Effects on Coal Pillar Stress and Their Application for Partial Extraction

Yang Yu,Shen-En Chen,Ka-Zhong Deng

doi:10.3390/su10030792

Yang Yu, Shen-En Chen + Show 1 more

Open Access

https://doi.org/10.3390/su10030792

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Abstract

Coal is a nonrenewable resource. Hence, it is important to improve the coal recovery ratio and ensure the stability of coal mines for sustainable development of mining cities. Partial extraction techniques, such as strip pillar mining or room-and-pillar mining, are efficient methods to extract coal. Pillar stress is a critical property for pillar design and for the assessment of mine stability after partial extraction. Current pillar stress calculation methods can sometimes overestimate the pillar stress and unnecessarily large coal pillars may be left underground, which leads to a waste of coal resources. In this paper, the size effects of mining activity on the maximum vertical pillar stress were investigated using numerical simulations. Both strip pillar mining and room-and-pillar mining were considered as possible mining scenarios at different mining depths. The results show that the maximum pillar stress of a mine is primarily controlled by four factors: the mine size to mining depth ratio, the mining width to pillar width ratio, the overburden elastic modulus, and the mining depth. The maximum pillar stress of a mine gradually increases to an ultimate value as the mine size increases. Simplified formulas and methodology have been derived for stress calculations under consideration of mine size effects and, therefore, can reduce the waste of coal resources from the overestimation of pillar stress.

Highlights

Underground mining activities can result in severe ground subsidence and damage man-made structures on the surface [1,2,3,4,5]
According to Equation (7), mining in the north direction will contribute to a maximum pillar stresTs he coaas:l seam is mined in the north and east directions simultaneously, beginning from the south-west corner of the model (Figure 6)
All the numerical simulations in this paper show that the maximum pillar stress of a mine will gradually reach a peak value when D/H ≥3 to 4

Summary

Introduction

Underground mining activities can result in severe ground subsidence and damage man-made structures (buildings, railways, or other infrastructure) on the surface [1,2,3,4,5]. To reduce mining subsidence and protect surface and ground structures, partial extraction methods such as strip pillar mining or room-and-pillar mining are widely adopted [5,6,7]. In a partial extraction operation, massive coal pillars will be left underground to support the overburden, where the effectiveness of subsidence control for the partial extraction will depend on the stability of these pillars. The stability of the coal pillars in a partial extraction is very important during and after mining activities. TTyyppicicaalllalayyoouut tofopf apratiratilaelxetrxatcraticotniosnitessite[5s]:[5(a]:) P(ala)nPalranviaerwvoiefwthoefwtohrekwinogrfkaicnegoffaacerooofmaraonodm-p-ailnladr-pmillianre;m(ibn)e;P(lba)nParlavniaerwvioewf tohfethweowrkoinrkginfgacfeacoefoaf astsrtirpipppilillalarrmmiinnee;; ((cc)) TTwwoo--ddiimmeennssiioonnaall sscchheemmeeooffaappaarrttiiaalleexxttrraaccttiioonnssiittee((ffrroonnttvviieewwooffaappaarrttiaialleexxttrraacctitoionnmmininee).)

Mine Modeling and Simulation

Effects of rm on the Maximum Vertical Pillar Stress of the Mine

Mine Size Effect on 3D Partial Extraction

Discussion

Conclusions