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Analysis on Roadside Support Method with Constant Resistance Yielding-Supporting Along the Goaf Under Hard Rocks

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Abstract

Under hard roof in mining, the roadside support body of gob-side entry retaining bears high pressure, and is easy to damage and fracture. It puts forward the new roadside support method with constant resistance yielding limit supporting. And through establishing mechanical model of the roadside support body in different stages of the sinking of the roof rotation, it discusses the force of supporting, deduces the parameters about the initial constant resistance and the lower limited deformation body in late stage. It is a mine 16209 working face track tunnel as the background and analysis the mechanism of the roadside under hard roof. In this mine the pressure height of the constant resistance body is 0.5 m, and the constant support resistance is 15 MPa. The width of the lower body is 1.8 m, and the compressive strength is 25 MPa. And by using reliability theories and engineering tests, research results show that the limited deformation body is stable; the support structure can guarantee the stability of the surrounding rock of roadway. Field tests show that the roadside support structure can ensure good effects roadway maintained along the goaf, the roadway can meet the needs of rocks safety.

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References

  • Aksoy CO, Ogul K, Topal I et al (2012) Numerical modeling of non-deformable support in swelling and squeezing rock. Int J Rock Mech Min Sci 52:61–70

    Article  Google Scholar 

  • Chen Y, Bai JB, Wang XY (2012) Support technology research and application inside roadway of gob-side entry retaining. J China Coal Soc 37(6):903–910

    Google Scholar 

  • Cheng Y, Jiang F, Lin J (2012) Experimental study on gob-side entry retaining by roadside flexible packing under hard roof. J Min Saf Eng 29(6):757–761

    Google Scholar 

  • Guo T, Zhang Z, Feng P (2014) Gob-side entry retaining technology for working face with thick coal seam and hard roof. Coal Min Saf 45(9):72–74

    Google Scholar 

  • Hashemi H, Naeimifar I, Uromeihy A et al (2015) Evaluation of rock nail wall performance in jointed rock using numerical method. Geotech Geol Eng 33(3):593–607

    Article  Google Scholar 

  • Hua X, Ma J, Xu T (2005) Study on controlling mechanism of surrounding rocks of gob-side entry with combination of roadside reinforced cable supporting and roadway bolt supporting, and its application. Chin J Rock Mech Eng 24(12):2017–2112

    Google Scholar 

  • Huang Y, Zhang J, Ju F (2009) Technology of roadside packing in gob-side entry retaining and law of rock pressure. J Xi’an Univ Sci Technol 29(5):515–520

    Google Scholar 

  • Lin J, Cheng Y, Jiang F (2013) Static and dynamic load analyses of flexible packing under thick hard roof to gob side entry retaining. J Liaoning Tech Univ (Nat Sci) 32(4):461–466

    Google Scholar 

  • Ning J, Ma P, Liu X (2013) Supporting mechanism of “yielding-supporting” beside roadway maintained along the goaf under hard rocks. J Min Saf Eng 30(3):369–374

    Google Scholar 

  • Qin G, Jiang J, Zhang P et al (2014) Thin plate analysis of hard thick strata failure mechanism and its control technology. J Min Saf Eng 31(5):726–732

    Google Scholar 

  • Qu X, Li N (2011) Analysis of calculation method of vertical pressure in loose rock mass and research on dividing line standard for deep and shallow-buried tunnels. Chin J Rock Mech Eng 30(Z1):2749–2757

    Google Scholar 

  • Shen M, Chen J (2010) Rock mechanics. Tongji University Press, Shanghai, pp 169–179

    Google Scholar 

  • Su H, Bai J, Yan S (2015) Study on gob-side entry retaining in fully-mechanized longwall with top-coal caving and its application. Int J Min Sci Technol 25(3):503–510

    Article  Google Scholar 

  • Suchowerska AM, Carter JP, Merifield RS (2014) Horizontal stress under supercritical longwall panels. Int J Rock Mech Min Sci 70:240–251

    Google Scholar 

  • Tan Y (2010) Mine pressure and rock strata control. Coal Industry Press, Beijing, pp 123–130

    Google Scholar 

  • Wang J (2013a) Research and application of gob-side entry retaining technology in hard limestone roof. Coal Sci Technol 41(Z):54–57

    Google Scholar 

  • Wang X (2013b) Reliability-based stability research of mine-out area. Central South University, Hunan

    Google Scholar 

  • Wang K, Kang TH, Li HT (2009) Study of control caving methods and reasonable hanging roof length on hard roof. Chin J Rock Mech Eng 28(11):2320–2327

    Google Scholar 

  • Wang M, Wang M, Du H (2013) Gateway retained technology along goaf of coal mining face with thick and hard roof. Coal Sci Technol 41(6):42–45

    Google Scholar 

  • Xu Z (2006) Elastic mechanics. Higher Education Press, Beijing, pp 20–22, 38–41

  • Zhang ZZ, Bai JB, Chen Y et al (2015) An innovative approach for gob-side entry retaining in highly gassy fully-mechanized longwall top-coal caving. Int J Rock Mech Min Sci 80:1–11

    Google Scholar 

Download references

Acknowledgments

This study was supported by Project of National Natural Science Foundation of China (51304126, 51304127); Graduate Student Science and Technology Innovation Fund Project of Shandong University of Science and Technology (YC150306).

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Correspondence to Wenqiang Mou.

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Guo, Z., Mou, W., Huang, W. et al. Analysis on Roadside Support Method with Constant Resistance Yielding-Supporting Along the Goaf Under Hard Rocks. Geotech Geol Eng 34, 827–834 (2016). https://doi.org/10.1007/s10706-016-0007-9

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  • DOI: https://doi.org/10.1007/s10706-016-0007-9

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