| [1] |
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Rock Structure Type and Numerical Simulation Analysis of Stability of Roadway Compound Roof in Zhaogu No.1 Mine
[J]. COAL ENGINEERING, 2019, 51(5): 123-128.
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| [2] |
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Asymmetric deformation and failure characteristic of the roadway surrounding rock and its control under close distance gob
[J]. COAL ENGINEERING, 2019, 51(4): 26-29.
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| [3] |
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Study on the influence of dimensional effect of rectangular roadway on the stability of surrounding rock of roadway
[J]. COAL ENGINEERING, 2019, 51(4): 62-67.
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| [4] |
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[J]. COAL ENGINEERING, 2019, 51(3): 13-17.
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Hard roof flexible template gob-side entry retaining process and parameters optimization
[J]. COAL ENGINEERING, 2019, 51(3): 41-44.
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Determination about Bulk Increase Coefficient and Lateral Pressure of caving gangue in gob-side entry retaining formed by Roof Cutting
[J]. COAL ENGINEERING, 2019, 51(2): 37-41.
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The research on Stability Mechanism and Control Technology of Surrounding Rocks in Extractive Collision
[J]. COAL ENGINEERING, 2019, 51(2): 42-45.
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Influence of technical parameters of isolated coal pillar mining on stability of surrounding rock of lower lying roadway
[J]. COAL ENGINEERING, 2019, 51(2): 70-74.
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| [9] |
.
Research on short-distance pumped concrete used in the Gob-side Entry Retaining under thin coal seam
[J]. COAL ENGINEERING, 2018, 50(11): 10-13.
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Research and Application of Stability of Burned Rock Roadway in Fire Area of Hongliulin Coal Mine
[J]. COAL ENGINEERING, 2018, 50(10): 121-125.
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Study on mining pressure law and surrounding rock control of gob-side entry retaining with flexible-formwork concrete in middle thick coal seam
[J]. COAL ENGINEERING, 2018, 50(9): 39-42.
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Study on Failure Mechanism and Strengthening Technology of Soft Rock Roadway under Dynamic Pressure
[J]. COAL ENGINEERING, 2018, 50(9): 39-42.
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Key parameters of gob-side entry retaining with roadside backfill in thin coal seams with the limestone roof and its application
[J]. COAL ENGINEERING, 2018, 50(7): 5-9.
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[J]. COAL ENGINEERING, 2018, 50(6): 70-74.
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[J]. COAL ENGINEERING, 2018, 50(6): 89-92.
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