Law of Strata Pressure Behavior in Shallow Coal Seam
Creators
- 1. College of Resources and Safety Engineering, China University of Mining and Technology (Beijing), Beijing 100083 (China)
Description
The law of strata pressure behavior in shallow coal seam is analyzed, according to the load data of Jinjie Coal Mine 31109 working face hydraulic supports. The first weighting distance of main roof is 80 m, and the periodic weighting distance of main roof is about 20 m. And according to the load data in the middle and both ends of the working face, the working resistance of hydraulic supports and the setting load are a bit small, so they couldn't meet the needs of supporting roof. Then, the front abutment pressure of working face is analyzed by numerical simulation. It does not only explain the reason that the load is too big, but also explains the reason that the strata pressure behavior in shallow coal seam is serious. The length of undamaged main roof rock beam verifies the correctness of the periodic weighting distance. (paper)
Availability note (English)
Available from http://dx.doi.org/10.1088/1755-1315/113/1/012011Additional details
Identifiers
Publishing Information
- Journal Title
- IOP Conference Series: Earth and Environmental Science (Online)
- Journal Volume
- 113
- Journal Issue
- 1
- Journal Page Range
- [7 p.]
- ISSN
- 1755-1315
Conference
- Title
- 3. International Conference on Advances in Energy Resources and Environment Engineering
- Dates
- 8-10 Dec 2017
- Place
- Harbin (China)
INIS
- Country of Publication
- United Kingdom
- Country of Input or Organization
- International Atomic Energy Agency (IAEA)
- INIS RN
- 52109807
- Subject category
- S01: COAL, LIGNITE, AND PEAT;
- Resource subtype / Literary indicator
- Conference
- Descriptors DEI
- BEAMS; COAL MINES; COAL SEAMS; COMPUTERIZED SIMULATION; HYDRAULICS; PERIODICITY; ROCKS; WORKING FACES
- Descriptors DEC
- COAL DEPOSITS; FLUID MECHANICS; GEOLOGIC DEPOSITS; MECHANICS; MINERAL RESOURCES; MINES; RESOURCES; SIMULATION; UNDERGROUND FACILITIES; VARIATIONS