Abstract

Solid backfill mining as a green mining method has already been successfully applied in many mine sites. Higher requirements for the backfilling materials have been put forward in special regions, such as shallow coal seams, ecologically susceptible areas, and sites with building on the surface. The control effects of common backfilling materials on in situ strata of gob need to be studied and compared to ensure the suitable materials are applied in the mine. The meso-structure, stress variation, energy dissipation, and backfilling effects of the five common solid backfilling materials, which are Aeolian sand, gangue, mineral waste residue, coal ash, and loess are analyzed in this paper. The results show that the Aeolian sand and gangue are densely packed and internally hard when compared to other backfill materials. The deformation of the five materials to absorb the same amount of energy in the order of higher to lower was determined as Aeolian sand, gangue, mineral waste residue, coal ash and loess. The Aeolian sand’s strain energy density is 1.67 times larger than the loess, however, the Aeolian’s strain energy density in front of working face is just 32.2% of the loess, which is important to ensure the safety of the working face. The stress changes were monitored in situ with Aeolian sand and gangue as backfill materials. The monitoring results show that the Aeolian sand stress increase rate is quicker than gangue, which can support the roof effectively.

Highlights

  • Solid Backfill Mining (SBM) as a green mining method has already been applied successfully in many coal mines in China

  • In Eastern China, lots of gangue is produced from mine sites; in the north of Chian, the loess and Aeolian sand are covered in the surface, which means the materials are cheap; in the western area of China, lots of mineral waste residue are produced from the open pit

  • Aeolian sand and coal ash than other backfilling materials, which in front of working face is lower with Aeolian sand and coal ash than other backfilling materials, which is important to ensure the safety of the working face, because the Aeolian sand and coal ash backfilling material bear more pressure from the overlying strata when compared to other materials

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Summary

Introduction

Solid Backfill Mining (SBM) as a green mining method has already been applied successfully in many coal mines in China. Backfilling materials, such as gangue, coal ash, loess, etc., were delivered to fill the empty area in SBM [1,2,3]. The key to applying SBM successfully is its compaction property, which affects the rock layer deformation, fracture, and energy release [8,9]. Wu [11] studied solid backfilling materials compaction characteristics from stress and strain relationship. This paper compares five different types of solid backfill in regard to meso-structure by using scanning electron microscopy, compaction properties, stress distribution, and energy dissipation. Results from monitoring of stress variation with two different backfill materials from the mine site are discussed

Basic Principles of SBM
Key Influence Factor in SBM
Source of Backfill Materials
Scanning Electron Microscope Test
Test Equipment and Scheme
Test Result
Stress-strain
Relationship
Engineering Background
Simulation filling effect effect of of five five different different
Stress Distribution of Five Backfilling Materials
Strain Energy Density Distribution of Five Backfilling Materials
Monitoring Scheme
11. Gangue
Findings
Conclusions
Full Text
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