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Published on: June 12, 2019
Energy-based indicators and optimization of coal pillar width in gob-side entry driving
Yi Zhang1, Qingli Gao2, Wei Zhang1
1Shool of Mechanics and Civil Engineering, China University of Mining & Technology (Beijing), Beijing, 100083, China.
Optimizing coal pillar width in deep mines is crucial. This study introduces a novel energy-based criterion using the dissipated energy ratio, identifying a 6m pillar as optimal for stability and economy.
Area of Science:
- Mining Engineering
- Geotechnical Engineering
- Rock Mechanics
Background:
- Gob-side entry driving in deep mines causes stress redistribution, making coal pillars critical load-bearing structures.
- Roadway stability depends on the balance between elastic strain energy and dissipated energy within coal pillars.
- Current methods struggle to identify stability transition points for coal pillar width design in deep, weak rock conditions.
Purpose of the Study:
- To develop an energy analysis framework for surrounding rock response in gob-side entry driving.
- To introduce the dissipated energy ratio as a key index for evaluating coal pillar stability.
- To determine optimal coal pillar width considering energy evolution, bearing capacity, and economic factors.
Main Methods:
- Utilizing FLAC3D numerical simulations to analyze energy distribution and evolution under varying coal pillar widths.
- Investigating the spatial distribution and temporal changes of elastic strain energy, dissipated energy, and dissipated energy ratio.
- Comparing the effectiveness of the dissipated energy ratio with traditional indicators like stress and displacement.
Main Results:
- A shift in bearing mechanism from plastic dissipation to elastoplastic coordination occurs as pillar width increases from 4m to 6m, with the dissipated energy ratio decreasing from 1 to ~0.67.
- Increasing pillar width to 8-14m leads to significant elastic strain energy accumulation, forming distinct energy concentration zones.
- The dissipated energy ratio proves more effective than stress, displacement, or plastic zone indicators for characterizing stability.
Conclusions:
- A 6m coal pillar width offers the best balance between energy characteristics, bearing capacity, and engineering economy for the studied mine.
- The proposed energy-based criterion and optimization scheme are validated by field monitoring, demonstrating engineering applicability.
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