Prediction Model of Abutment Pressure Affected by Far-Field Hard Stratum Based on Elastic Foundation Theory |
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Authors: | Zhimin Zhang Tianhe Kang |
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Affiliation: | Key Laboratory of In-situ Property-Improving Mining of Ministry of Education, Taiyuan University of Technology, Taiyuan, 030024, China |
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Abstract: | In view of the three-dimensional dynamic abutment pressure, the influence of the far-field hard stratum (FHS) in deep, thick coal seams is indeterminant. Based on elastic foundation theory, a three-dimensional dynamic
prediction model of the abutment pressure was established. Using this model,
the dynamic change in the coal seam abutment pressure caused by the movement
of the FHS was studied, and a method for determining the dynamic change
range of the abutment pressure was developed. The results of the new prediction
model of the abutment pressure are slightly higher than the measured values,
with an error of 0.51%, which avoids the shortcomings of the results because
the Winkler foundation model results are lower than the measured values and
have an error of 9.98%. As time progresses, the abutment pressure and its
distribution range are affected by the FHS movement, which has the characteristics of gradually increasing dynamic change until the FHS fractures. The peak
value of the abutment pressure increases linearly with time, and the influence
range increases with time following a power function with an exponent of less
than 1. The influence range of the FHS movement on the abutment pressure
ahead of the working face, behind the working face, and along the working
face is 10 times, 25 times, and 17 times the mining thickness, respectively.
According to the actual geological parameters, the dynamic change range of
the coal seam abutment pressure was determined by drawing an additional stress
curve and by determining the threshold value. These research results are of great
significance to the partition optimization of the roadway support design of deep,
thick coal seams. |
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Keywords: | Abutment pressure far-field hard stratum Kerr elastic foundation model dynamic change mechanical model influence range |
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