| [1] |
.
Study on supporting technology of 6m high mining height along goaf
[J]. COAL ENGINEERING, 2019, 51(5): 78-81.
|
| [2] |
q 11.
Research and Practice of Cutting Pole Protection for Narrow Coal Pillar in Thick Coal Seam Section of Changping Coal Mine
[J]. COAL ENGINEERING, 2019, 51(5): 82-86.
|
| [3] |
.
[J]. COAL ENGINEERING, 2019, 51(5): 92-95.
|
| [4] |
.
Model test study on interaction between concrete-filled steel tube support and surrounding rock
[J]. COAL ENGINEERING, 2019, 51(4): 68-73.
|
| [5] |
.
Research and Application on Technology of Flexible –formwork Concrete in gob-side entry retaining automatically of no-pillar in thick coal seams
[J]. COAL ENGINEERING, 2019, 51(2): 32-36.
|
| [6] |
.
[J]. COAL ENGINEERING, 2019, 51(1): 35-39.
|
| [7] |
.
Study on Supporting Technology of Soft Rock Roadway under High Geo-stress in Deep Mine
[J]. COAL ENGINEERING, 2019, 51(1): 44-46.
|
| [8] |
.
Active-passive combined support technique for large span open-off cut in thick coal seam
[J]. COAL ENGINEERING, 2018, 50(12): 41-45.
|
| [9] |
.
Study on Failure Mechanism and Control of High Stress and Soft Rock Roadway Support
[J]. COAL ENGINEERING, 2018, 50(12): 46-49.
|
| [10] |
.
Study on roadway deformation mechanism and reinforcement support technology under fault influence
[J]. COAL ENGINEERING, 2018, 50(12): 50-53.
|
| [11] |
.
Technology analysis and Application of fully mechanized mining face crossed abandoned shaft
[J]. COAL ENGINEERING, 2018, 50(11): 14-17.
|
| [12] |
.
Determination of the Parameters of Filling Wall Based on Large Span of Critical Rock Block in the Gob Side Entry Retaining
[J]. COAL ENGINEERING, 2018, 50(11): 38-42.
|
| [13] |
zheng feng0.
Research on Combined Supporting Technology of Coal Roadway under the Effect of Fault Structure
[J]. COAL ENGINEERING, 2018, 50(11): 43-47.
|
| [14] |
.
Research on roadway layout orientation and support technology of lower coal seam in very close distance coal seams
[J]. COAL ENGINEERING, 2018, 50(11): 48-50.
|
| [15] |
.
[J]. COAL ENGINEERING, 2018, 50(10): 19-24.
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