Search results

Filters

  • Journals
  • Authors
  • Keywords
  • Date
  • Type

Search results

Number of results: 2
items per page: 25 50 75
Sort by:
Download PDF Download RIS Download Bibtex

Abstract

Nickel slag has a high-content iron and is a secondary utilization resource with great development potential. The coal-based direct reduction is an innovative technology that can be used to utilize the iron resources in nickel slag. The effect of the particle size of nickel slag on the strength and the reduction of nickel slag-coal composite briquettes were investigated. Four samples with particle size of 75~106 μm, 106~150 μm, 150~270 μm, and >270 μm were selected. The drop strength increased 9.4 times and the compressive strength reached 281.1 N when the nickel slag particle size decreased from >270 μm to 75~106 μm. The reduction degree determined by the data from the thermogravimetric experiment indicated that its maximum was 79.545%. The reduction experiments performed at 1200°C for 45 minutes indicated that the nickel slag with particle sizes between 75~106 µm were appropriate for the reduction of the nickel slag-coal composite briquettes.

Go to article

Authors and Affiliations

Xiaoming Li
Yi Li
Xiangdong Xing
Yanjun Wang
ORCID: ORCID
Zhenyu Wen
Haibo Yang
Download PDF Download RIS Download Bibtex

Abstract

When mining coal from the working face, the main roof withstands the overlying strata. The main roof’s first weighting and periodic weighting may cause accidents, such as crushing the working face hydraulic supports. A mechanical model of the main roof was constructed, and the contributing factors of first and periodic weights on the main roof were examined in order to prevent such accidents. The thickness of the main roof was found as the most contributory factor to the main roof’s stability. Therefore, a new directional roof crack (DRC) technique is proposed, which produces directional cracks in the main roof through directional blasting and makes part of it collapse in advance so as to reduce the thickness and relieve the first and periodic weighting. To verify the effectiveness of DRC, the mechanism of DRC was analysed. A mechanical model of the hydraulic support was constructed, and the DRC techniques were tested on-site. Field experiments with a complete set of monitoring schemes showed that, with DRC technology, the roof periodic weighting interval decreased by 35.36%, and the hydraulic support pressure decreased by 17.56%. The theoretical analysis was consistent with the measured results. Therefore, the DRC technology is feasible and effective to ensure mining safety at the working face.
Go to article

Authors and Affiliations

Jun Zhang
1
ORCID: ORCID
Jianning Liu
1
ORCID: ORCID
Yajun Wang
2
ORCID: ORCID
Gang Yang
1
ORCID: ORCID
Shilin Hou
1
ORCID: ORCID
Yanjun Wang
3
ORCID: ORCID
Manchao He
1
ORCID: ORCID
Jun Yang
1
ORCID: ORCID

  1. China University of Mining & Technology (Beijing), State Key Laboratory for Geomechanics and Deep Underground Engineering, Beijing 100083, China
  2. School of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing 100083, China
  3. ShanXiYinFeng Science & Technology CO. LTD, Taiyuan 030000, China

This page uses 'cookies'. Learn more