Abstract

Mining-induced fractures in underground coal mining face affect the stability of overburdens and provide preferential channels for water and material transfer in the underground environment. Therefore, to study the development of water-flowing fracture zones in overburdens of working face and goaf is of great significance for roof control, gas drainage, water resistance, disaster reduction, and efficient mining from the mining. In this study, a new method for predicting the development of overburden water-flowing fracture zone height (DHOWFFZ) was proposed based on the characteristics of overburden rock in No. 3 coal seam of Xin’an Coal Mine. First, the stope of No. 3 coal seam exhibits a rock stratum structure of mudstone and sandstone overlapping. Considering this characteristic, the overburden strata of No. 3 coal seam are divided into several “mudstone-sandstone” rock stratum groups. Furthermore, the ultimate tensile deformation of soft rock is greater than that of hard rock. It is proposed to judge the development degree of penetrating fracture in each rock stratum by adopting the elongation rate of mudstone intermediate layer. Meanwhile, the DHOWFFZ of “mudstone sandstone” composite rock stratum structure in the 3402 working face of No. 3 coal seam is calculated to be smaller than 43.1 m according to the actual situation. Finally, the DHOWFFZ in the 3402 working face was measured in the field, which verifies the rationality of the new DHOWFFZ prediction method. The research results provide new ideas for the prediction of DHOWFFZ and are helpful for future research in related fields.

Highlights

  • The repaid development of China’s economic situation is pushing large-scale coal mining area growth and development

  • The overburden water-flowing fracture zone is an important indicator reflecting the damage of overburdens and a crucial channel for water flowing into the goaf and causing various mine disasters

  • The field measurement results verify the rationality of the development height of overburden water-flowing fracture zone (DHOWFFZ) prediction method of “mudstone-sandstone” composite rock stratum structure based on the soft rock elongation rate

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Summary

Introduction

The repaid development of China’s economic situation is pushing large-scale coal mining area growth and development. The development height of overburden water-flowing fracture zone (DHOWFFZ) is an important technical parameter for safe mining under a mine water body. Huang et al [17] proposed a new DHOWFFZ prediction method of calculating overlying bedrock composite structure and rock stratum tensile deformation. The overburden roof, which belongs to medium hard rock strata in terms of overall structure, is mainly composed of mudstone and sandstone. It can be known by testing the basic mechanical parameters that the mechanical properties of sandstone layers in the roof differ slightly, and those of Geofluids

Sandy mudstone
Field Measurement of DHOWFFZ
Findings
Conclusions

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