Version 1
: Received: 7 June 2018 / Approved: 7 June 2018 / Online: 7 June 2018 (16:07:36 CEST)
How to cite:
Wang, Q.; Li, W. Application of Directional Borehole Grouting Technology to Structural Complex Foor Reinforcement in Deep Underground Coal Mine. Preprints2018, 2018060127. https://doi.org/10.20944/preprints201806.0127.v1
Wang, Q.; Li, W. Application of Directional Borehole Grouting Technology to Structural Complex Foor Reinforcement in Deep Underground Coal Mine. Preprints 2018, 2018060127. https://doi.org/10.20944/preprints201806.0127.v1
Wang, Q.; Li, W. Application of Directional Borehole Grouting Technology to Structural Complex Foor Reinforcement in Deep Underground Coal Mine. Preprints2018, 2018060127. https://doi.org/10.20944/preprints201806.0127.v1
APA Style
Wang, Q., & Li, W. (2018). Application of Directional Borehole Grouting Technology to Structural Complex Foor Reinforcement in Deep Underground Coal Mine. Preprints. https://doi.org/10.20944/preprints201806.0127.v1
Chicago/Turabian Style
Wang, Q. and Wenping Li. 2018 "Application of Directional Borehole Grouting Technology to Structural Complex Foor Reinforcement in Deep Underground Coal Mine" Preprints. https://doi.org/10.20944/preprints201806.0127.v1
Abstract
Water inrush from coal floor constitutes one of the main disasters in mine construction and mine production, which always brings high risks and losses to the coal mine safe production. As the mining depth of coal fields in North China gradually increased, especially in the complicated structural region, the threat posed by limestone karstic water of coal floor to the safe stoping of mines has become increasingly prominent. In this paper, the Taoyuan coalmine was taken as an example, for which, the directional borehole grouting technology was utilized to reinforce the coal seam floor prior to mining. Also, the factors affecting the grouting effect were analyzed. These were the geological structure, the crustal stress and the range of slurry diffusion. The layout principle of grouting drilling was put forward and the directional drilling structure was designed. The water level observations in the end hole indicated that the target stratum was accurate and reliable. The effect of grouting was validated through the audio frequency electric perspective method and the holedrilling in the track trough. The results demonstrated that the effect of grouting in third limestone and the rock stratum above the third limestone of coal seam floor was apparent. Simultaneously, no water inrush occurred following the actual mining of the working face, which further demonstrated that the grouting reinforcement effect was apparent. The research findings were of high significance for the prevention and control of floor water disaster and water conservation in deep complex structural areas.
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
