Mechanism of strata deformation under protective seam and its application for relieved methane control

Abstract In this paper, an equation correlated with normal stress and permeability was developed and FLAC3D software was used to investigate the rock mass stress evolution and distribution to understand the methane flow characteristics. Research results show that the rock mass under the protective coal seam can be divided into three belts (zones) in the vertical direction, including total de-stressed belt, vertical de-stressed belt and original stress belt. Methane in the total de-stressed belt can flow into the working face of protective coal seam by its own pressure gradient. Methane in the vertical de-stressed belt can only be extracted by boreholes. In the horizontal direction, the rock mass was also divided into five zones, including original zone, compression zone, expansion zone, recovering zone and re-compacted zone, which have been proved correct by the field experiments. The rock mass permeability in the de-stressed belts doesn't increase until stepping into the expansion zone, and from then on higher concentration of methane can be extracted. The methane in original regions is difficult to extract because rock stresses stay the same. The division of “three belts and five zones” reveals the rock mass stress and permeability distribution and evolution and supplies theoretical guidance for relieved methane control.

[1]  Romeo M. Flores,et al.  Coalbed methane: From hazard to resource , 1998 .

[2]  María B. Díaz Aguado,et al.  Control and prevention of gas outbursts in coal mines, Riosa-Olloniego coalfield, Spain , 2007 .

[3]  Klaus Noack,et al.  Control of gas emissions in underground coal mines , 1998 .

[4]  Alireza Baghbanan,et al.  Stress effects on permeability in a fractured rock mass with correlated fracture length and aperture , 2008 .

[5]  S. Pietruszczak,et al.  A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass , 2008 .

[6]  Lanru Jing,et al.  A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering , 2003 .

[7]  Richard E. Goodman,et al.  Methods of Geological Engineering in Discontinuous Rocks , 1975 .

[8]  M. H. Leite,et al.  A strain-softening numerical model of core discing and damage , 2008 .

[9]  N. Barton,et al.  FUNDAMENTALS OF ROCK JOINT DEFORMATION , 1983 .

[10]  Kyung-Ho Park,et al.  A simple procedure for ground response curve of circular tunnel in elastic-strain softening rock masses , 2008 .

[11]  Catrin Edelbro,et al.  Numerical modelling of observed fallouts in hard rock masses using an instantaneous cohesion-softening friction-hardening model , 2009 .

[12]  Jonny Rutqvist,et al.  Stress-dependent permeability of fractured rock masses: A numerical study , 2004 .

[13]  Chin-Fu Tsang,et al.  Flow and Contaminant Transport in Fractured Rock , 1993 .