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The characteristics of deformation and failure of coal seam floor due to mining in Xinmi coal field in China

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Abstract

Deformation and failure of a “three-weak” (weak roof, thick weak coal, and weak floor) coal seam floor subject to mining are studied in this paper. Firstly, by using a group of strain sensors buried at different floor depths, we measured the relationships of the axial strain to the distance from the advancing face field. The floor depths and stratum positions, and as well as the peak width, which is the distance of the first maximum strain increment to the working face, were drawn. The axial stress and its zone of influence, which is the distance from the face to the borehole along the roadway, and at which there is obvious strain increment difference, were also drawn. Secondly, we established an analytical mechanical model and found the analytical solution of the floor’s supporting pressure distribution ahead of the face. And thirdly, we set up a numerical simulation engineering geological model and simulated stress distribution and deformation characteristics of the floor with complex multi-stratum (11 strata) structure. The results from the three approaches showed that: (1) the failure depth (<10.0 m) and zone of influence (up to 36.0 m) induced by mining ahead of the three-weak seam face were much smaller than those common seam faces; (2) the axial strain fluctuated greater than the radial one, with its max peak keeping at about 8.0 m ahead of the advancing face, and its zone of influence spreading to 36.0 m; (3) the peak width of axial strain and its zone of influence in the haulage roadway were stronger than those in the ventilation roadway; and (4) the three weak coal seam played a strong buffering action against deformation and failure due to mining. This research may be of interest to assist with improving strata control and health and safety in operating coal mines.

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Abbreviations

h :

The distance from a certain position of floor to coal seam floor

l :

Incline length of conversion borehole

δ :

The angle between horizontal direction and borehole direction is assumed

θ :

The angle between vertical coal seam floor direction and borehole direction

β :

The apparent dip of coal seam

q(x):

Vertical distribution load

M(x, z):

The coordinate of Point M(x, z)

ξ :

The coordinate of Point M(x, z) from the origin of coordinate

σ z :

The vertical stress

σ x :

The horizontal stress

P (1) z :

The supporting pressure of the plastic area

P (2) z :

The supporting pressure of the elastic area

k 0 :

The maximum stress concentration coefficient

x 0 :

The width of the plastic area

H :

The buried depth of the coal floor

L 0 :

The width of the area affected by the supporting pressure

γ :

The average weight of the volume of the overlying strata

ɛ z :

Vertical strain

ɛ x :

Horizontal strain

E :

The modulus of elasticity

μ :

Poisson’s ratio

ρ :

Density of rock

σ t :

Tensile strength

C :

Cohesion

φ :

Angle of internal friction

References

  • Boussinesq JV (1885) Applications of the potentials to study of the equilibrium and of the move for the elastic solides. GaUthiers-Villars, Paris

    Google Scholar 

  • Dun ZL, Gao JM (2003) Elastic mechanics and its application in geotechnical engineering. China Coal Ind Publ House, Beijing, pp 68–76

    Google Scholar 

  • Feng MM, Mao XB, Zhu QH (2010) Effect of lithologic association of the water-resistance strata in coal seam floor on water insulating. J Min Saf Eng 27(3):404–409

    Google Scholar 

  • Guan YB, Li HM, Lu JC (2003) Research of No. 19 coal seam floor’s fracture regularity in Xiandewang Coal Mine. J China Coal Soc 2:121–125

    Google Scholar 

  • Jaiswal A, Shrivastva BK (2009) Numerical simulation of coal pillar strength. Int J Rock Mech Min Sci 46:779–788

    Article  Google Scholar 

  • Katsman R, Aharonov E, Scher H (2005) Numerical simulation of compaction bands in high-porosity sedimentary rock. Mech Mater 37:143–162

    Article  Google Scholar 

  • Lai XP, Cai MF, Ren FH (2006) Assessment of rock mass characteristics and the excavation disturbed zone in the Lingxin Coal Mine beneath the Xitian River, China. Int J Rock Mech Min Sci 43:572–581

    Article  Google Scholar 

  • Li CY, Cui XM, Lang B (2010) Characteristics of aquifer and water-resistance stratum and its influence on lower coal seam mining in Huobaoganhe Colliery. J Min Saf Eng 27(3):438–442

    Google Scholar 

  • Qiao MG, Shi PW (2003) Underground pressure and strata control. China University of Mining and Technology Press, Xuzhou, pp 36–47

    Google Scholar 

  • Shi LQ, Han J (2004) Mechanism and prediction for water-inrush from coal seam floor. China University of Mining and Technology Press, Xuzhou, pp 47–62

    Google Scholar 

  • Sun XK, Xu JP, Liu SD (2011) The theoretical study of the water inrush from coal seam floor mining face and remote monitoring. China University of Mining and Technology Press, Xuzhou, pp 16–33

    Google Scholar 

  • Tan YL, Zhao TB, Xiao YX (2010) In situ investigations of failure zone of floor strata in mining close distance coal seams. Int J Rock Mech Min Sci 47:865–870

    Article  Google Scholar 

  • Wang JX, Lin MY, Tian DX (2009) Deformation characteristics of surrounding rock of broken and weak rock roadway. Min Sci Technol 19:205–209

    Google Scholar 

  • Wu JW (2007) Study on the mining effect and water-resistance characteristics of coal seam floor controlled by rock mass structure. China University of Mining and Technology, Xuzhou, pp 39–52

    Google Scholar 

  • Wu Q, Liu Y, Liu D (2011) Prediction of floor water inrush: the application of GIS-based AHP vulnerable index method to Donghuantuo Coal Mine, China. Rock Mech Rock Eng 44:591–600

    Article  Google Scholar 

  • Xie GX, Chang JC, Yang K (2009) Investigations into stress shell characteristics of surrounding rock in fully mechanized top-coal caving face. Int J Rock Mech Min Sci 46:172–181

    Article  Google Scholar 

  • Xu ZL (2002) Elastic mechanics concise course. Higher Education Press, Beijing, pp 21–34

    Google Scholar 

  • Xu YZ (2010) A study on the depth of floor damage in lower coal seam mining with water pressure in Gequan Coal Mine. China Coal 36(4):48–51

    Google Scholar 

  • Yin HY, Wei JC, Liu TB (2008) Evaluation of water inrush in seam floor based on multi-originated information complex. J Shandong Univ Sci Technol Nat Sci 27(2):6–9

    Google Scholar 

  • Zang SM, Zhang DH, Li G (2011) Failure characteristics of floor result from mine and preventive treatment technology of mine water disaster. J Liaoning Tech Univ Nat Sci 30(3):341–344

    Google Scholar 

  • Zhang JC (2005) Investigations of water inrushes from aquifers under coal seams. Int J Rock Mech Min Sci 42:350–360

    Article  Google Scholar 

  • Zhang PS, Wu JW, Liu SD (2006) Study on dynamic observation of coal seam floor’s failure law. Chin J Rock Mech Eng 25(S1):3009–3013

    Google Scholar 

  • Zheng YR, Gong XN (1989) Foundation of geotechnical plastic mechanics. China Construction Industry Press, Beijing, pp 34–42

    Google Scholar 

  • Zhu YH (2004) Study on influence range of the coal floor destroying and the zoning. China University of Mining and Technology, Xuzhou, pp 23–37

    Google Scholar 

  • Zhu SY, Jiang ZQ, Hou HL (2008a) Analytical model and application of stress distribution on mining coal floor. J China Univ Min Technol 18:13–17

    Article  Google Scholar 

  • Zhu SY, Ju YJ, Zhao ZZ (2008b) In-situ measurement study on deformation and destruction of the mining “three-weak” coal seam tunnel floor. Coal Sci Technol 36(10):10–13

    Google Scholar 

  • Zhu SY, Ju YJ, Zhao ZZ (2009) In-situ measurement study on deformation and destruction of”three-weak”coal seam floor of Chaohua Coal Mine. Chin J Geotech Eng 31(4):639–642

    Google Scholar 

Download references

Acknowledgments

This research is supported by “the Fundamental Research Funds for the Central Universities (No. 2014QNB53),” the Priority Academic Program Development of Jiangsu Higher Education Institutions. Great thanks to Director Z. Z. Zhao and Minister S. Song of Zhengzhou Coal Industry Group for their help in the course of the field measurements, and to Professor Peng Hua and Dr. Ma Xiu-min at the Institute of Engineering Geomechanics of Chinese Academy of Geological Sciences for manufacturing sensors and data analysis.

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Correspondence to Shuyun Zhu.

Appendix: The equations

Appendix: The equations

$$ \begin{aligned} d\sigma_{z} & = - \frac{2qd\xi }{\pi }\frac{{z^{3} }}{{[(x - \xi )^{2} + z^{2} ]^{2} }} \\ d\sigma_{x} & = - \frac{2qd\xi }{\pi }\frac{{z(x - \xi )^{2} }}{{[(x - \xi )^{2} + z^{2} ]^{2} }} \\ \end{aligned} $$
(3)
$$ \begin{aligned} \sigma_{z} & = - \frac{2}{\pi }\int\limits_{ - a}^{b} {\frac{{qz^{3} d\xi }}{{\left[ {(x - \xi )^{2} + z^{2} } \right]^{2} }}} \\ \sigma_{x} & = - \frac{2}{\pi }\int\limits_{ - a}^{b} {\frac{{qz(x - \xi )^{2} d\xi }}{{\left[ {(x - \xi )^{2} + z^{2} } \right]^{2} }}} \\ \end{aligned} $$
(4)
$$ \left. {\begin{array}{*{20}l} {P_{Z}^{(1)} = \frac{{k_{0} \gamma H}}{{x_{0} }}x} \hfill & {(0 \le x \le x_{0} )} \hfill \\ {P_{Z}^{(2)} = - \frac{{(k_{0} - 1)\gamma H}}{{L_{0} - x_{0} }}x + \frac{{\gamma H(k_{0} L_{0} - x_{0} )}}{{L_{0} - x_{0} }}} \hfill & {(x_{0} \le x \le L_{0} )} \hfill \\ \end{array} } \right\} $$
(5)
$$ \sigma_{z} = \sigma_{z}^{(1)} + \sigma_{z}^{(2)} $$
(6)
$$ \sigma_{x} = \sigma_{x}^{(1)} + \sigma_{x}^{(2)} $$
(7)
$$ \sigma _{z} = \frac{{k_{0} \gamma H}}{\pi }\left. {\left\{ {(n - 1)\left( {\tan ^{{ - 1}} \frac{{nx_{0} }}{z} + \tan ^{{ - 1}} \frac{{(1 - n)x_{0} }}{z}} \right) - \frac{{nzx_{0} }}{{z^{2} + (nx_{0} )^{2} }}} \right.} \right\} - \frac{{\gamma (k_{0} - 1)H}}{{\pi (L_{0} - x_{0} )}}\left\{ {(1 - n)x_{0} \times \left( {tg^{{ - 1}} \frac{{x_{0} - nx_{0} - L_{0} }}{z} + tg^{{ - 1}} \frac{{nx_{0} }}{z}} \right) + \frac{{z[(x_{0} - nx_{0} )(x_{0} - nx_{0} - L_{0} ) + z^{2} )]}}{{z^{2} + (x_{0} - nx_{0} - L_{0} )^{2} }} - \frac{{z[n(n - 1)x_{0}^{2} + z^{2} )]}}{{z^{2} + (nx_{0} )^{2} }}} \right\} + \frac{{\gamma (k_{0} L_{0} - x_{0} )H}}{{\pi (L_{0} - x_{0} )}}\left. {\left\{ {\left( {\tan ^{{ - 1}} \frac{{x_{0} - nx_{0} - L_{0} }}{z} - \tan ^{{ - 1}} \frac{{nx_{0} }}{z}} \right) + \frac{{z(x_{0} - nx_{0} - L_{0} )}}{{z^{2} + (x_{0} - nx_{0} - L_{0} )^{2} }} - \frac{{znx_{0} }}{{z^{2} + (nx_{0} )^{2} }}} \right.} \right\} $$
(8)
$$ \begin{aligned} \sigma_{x} & = \frac{{k_{0} \gamma {\text{H}}}}{{\pi .x_{0} }}\left. {\left\{ {x_{0} (n - 1) \left( \tan^{ - 1} \frac{{nx_{0} }}{z} + \tan^{ - 1} \frac{{(1 - n)x_{0} }}{z}\right) + \frac{{znx_{0}^{2} }}{{z^{2} + (nx_{0} )^{2} }}} \right. - z\ln \frac{{(nx_{0} )^{2} + z^{2} }}{{(x_{0} - nx_{0} )^{2} + z^{2} }}} \right\} \\ & \quad + \frac{{\gamma (k_{0} - 1)H}}{{\pi (L_{0} - x_{0} )}}\left\{ {(n - 1)x_{0} \left( {\tan^{ - 1} \frac{{x_{0} - nx_{0} - L_{0} }}{z} + \tan^{ - 1} \frac{{nx_{0} }}{z}} \right) + \frac{{z[(x_{0} - nx_{0} )(x_{0} - nx_{0} - L_{0} ) + z^{2} )]}}{{z^{2} + (x_{0} - nx_{0} - L_{0} )^{2} }}} \right. \\ & \quad - \left. {\frac{{z[n(n - 1)x_{0}^{2} + z^{2} )]}}{{z^{2} + (nx_{0} )^{2} }} + z\ln \frac{{z^{2} + (x_{0} - nx_{0} - L_{0} )^{2} }}{{z^{2} + (nx_{0} )^{2} }}} \right\} \\ & \quad + \frac{{\gamma (k_{0} L_{0} - x_{0} )H}}{{\pi (L_{0} - x_{0} )}}\left\{ {\left( {\tan^{ - 1} \frac{{x_{0} - nx_{0} - L_{0} }}{z} + \tan^{ - 1} \frac{{nx_{0}}}{z}- \frac{{z(x_{0} - nx_{0} - L_{0} )}}{{z^{2} + (x_{0} - nx_{0} - L_{0} )^{2} }} - \frac{{znx_{0} }}{{z^{2} + (nx_{0} )^{2} }}} \right)} \right\} \\ \end{aligned} $$
(9)

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Zhu, S., Jiang, Z., Zhou, K. et al. The characteristics of deformation and failure of coal seam floor due to mining in Xinmi coal field in China. Bull Eng Geol Environ 73, 1151–1163 (2014). https://doi.org/10.1007/s10064-014-0612-x

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  • DOI: https://doi.org/10.1007/s10064-014-0612-x

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