Energy Evolution Characteristics and Hydraulic Fracturing Roof Cutting Technology for Hard Roof Working Face during Initial Mining: A Case Study

Author:

Wang Chungang1,Bai Jianbiao12,Wang Tianchen3,Wu Wenda34

Affiliation:

1. State Key Laboratory for Fine Exploration and Intelligent Development of Coal Resources, School of Mines, China University of Mining and Technology, Xuzhou 221116, China

2. Key Laboratory of Xinjiang Coal Resources Green Mining, Xinjiang Key Laboratory of Coal-Bearing Resources Exploration and Exploitation, Xinjiang Engineering Research Center of Green Intelligent Coal Mining, Xinjiang Institute of Engineering, Urumqi 830023, China

3. College of Mining Engineering, Taiyuan University of Technology, Taiyuan 030024, China

4. Xuzhou Coal Mining Group Co., Ltd., Xuzhou 221116, China

Abstract

In the process of mining, a large area of hard roof will be exposed above a goaf and may suddenly break. This can easily induce rock burst and has a significant impact on production safety. In this study, based on the engineering background of the hard roof of the 2102 working face in the Balasu coal mine, the spatial and temporal characteristics of the strain energy of the roof during the initial mining process were explored in depth. Based on a theoretical calculation, it is proposed that hydraulic fracturing should be carried out in the medium-grained sandstone layer that is 4.8–22.43 m above the roof, and that the effective fracturing section in the horizontal direction should be within 30.8 m of the cutting hole of the working face. The elastic strain energy fish model was established in FLAC3D to analyze the strain energy accumulation of the roof during the initial mining process. The simulation and elastic strain energy results show that, as the working face advances to 70–80 m, the hard roof undergoes significant bending deformation. The energy gradient increases with the rapid accumulation of strain energy to a peak value of 140.54 kJ/m3. If the first weighting occurs at this moment in time, the sudden fracture of the roof will be accompanied by the release of elastic energy, which will induce rock burst. Therefore, it is necessary to implement roof cutting and pressure relief before reaching the critical step of 77 m. To this end, the comprehensive hydraulic fracturing technology of ‘conventional short drilling + directional long drilling’ is proposed. A field test shows that the hydraulic fracturing technology effectively weakens the integrity of the rock layer. The first weighting interval is 55 m, and it continues until the end of the pressure at the 70 m position. The roof collapses well, and the mining safety is improved. This study provides an important reference for hard roof control.

Funder

Key projects of the Joint Fund of the National Natural Science Foundation of China

National Natural Science Foundation of China

Fundamental Research Program of Shanxi Province

Youth Foundation of TYUT

Xinjiang Uygur Autonomous Region Tianchi Introduction Plan

Key Research and Development Special Tasks of Xinjiang Province

Publisher

MDPI AG

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