Non-explosive directional fracturing blasting using coal-based solid waste expanding agent

Aiming at mitigating the high risks associated with conventional explosive blasting, this study developed a safe directional fracturing technique, i.e. instantaneous expansion with a single fracture (IESF), using a coal-based solid waste expanding agent. First, the mechanism of directional fracturing blasting by the IESF was analyzed, and the criterion of directional crack initiation was established. On this basis, laboratory experiments and numerical simulations were conducted to systematically evaluate the directional fracturing blasting performance of the IESF. The results indicate that the IESF presents an excellent directional fracturing effect, with average surface undulation differences ranging from 8.1 mm to 22.7 mm on the fracture surfaces. Moreover, during concrete fracturing tests, the stresses and strains in the fracturing direction are measured to be 2.16–3.71 times and 8 times larger than those in the non-fracturing direction, respectively. Finally, the IESF technique was implemented for no-pillar mining with gob-side entry retaining through roof cutting and pressure relief in an underground coal mine. The IESF technique effectively created directional cracks in the roof without causing severe roadway deformation, achieving an average cutting rate and maximum roadway deformation of 94% and 197 mm, respectively. These on-site test results verified its excellent directional rock fracturing performance. The IESF technique, which is safe, efficient, and green, has considerable application prospects in the field of rock mechanics and engineering.

Authors

Institutions

Publication Details

Journal
Journal of Rock Mechanics and Geotechnical Engineering
Published
2025-04-17
DOI
https://doi.org/10.1016/j.jrmge.2025.04.003
Citations
14
Primary Topic
Rock Mechanics and Modeling
Type
article
Field-Weighted Citation Impact
12.09
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Non-explosive directional fracturing blasting using coal-based solid waste expanding agent

Chenjie Hong, Manchao He, R. X. Yang, Kai Chen et al.
14 citations
Journal of Rock Mechanics and Geotechnical Engineering
Rock Mechanics and Modeling
12.09
article

Non-explosive directional fracturing blasting using coal-based solid waste expanding agent

Chenjie Hong, Manchao He, R. X. Yang, Kai Chen, Yang Jianwei, Jiong Wang, Quan Zhang, Xuepeng Zhang, Shan Guo, Chao Wang
article en
14 citations

Abstract

Aiming at mitigating the high risks associated with conventional explosive blasting, this study developed a safe directional fracturing technique, i.e. instantaneous expansion with a single fracture (IESF), using a coal-based solid waste expanding agent. First, the mechanism of directional fracturing blasting by the IESF was analyzed, and the criterion of directional crack initiation was established. On this basis, laboratory experiments and numerical simulations were conducted to systematically evaluate the directional fracturing blasting performance of the IESF. The results indicate that the IESF presents an excellent directional fracturing effect, with average surface undulation differences ranging from 8.1 mm to 22.7 mm on the fracture surfaces. Moreover, during concrete fracturing tests, the stresses and strains in the fracturing direction are measured to be 2.16–3.71 times and 8 times larger than those in the non-fracturing direction, respectively. Finally, the IESF technique was implemented for no-pillar mining with gob-side entry retaining through roof cutting and pressure relief in an underground coal mine. The IESF technique effectively created directional cracks in the roof without causing severe roadway deformation, achieving an average cutting rate and maximum roadway deformation of 94% and 197 mm, respectively. These on-site test results verified its excellent directional rock fracturing performance. The IESF technique, which is safe, efficient, and green, has considerable application prospects in the field of rock mechanics and engineering.

Journal of Rock Mechanics and Geotechnical EngineeringVol. 17(6)
Beijing Institute of Technology (CN), Anhui University of Science and Technology (CN), China University of Mining and Technology (CN), China Coal Technology and Engineering Group Corp (China) (CN), China Coal Research Institute (China) (CN), Ocean University of China (CN), Shandong University of Science and Technology (CN)
Openalex Percentile: Top 1%
Rock Mechanics and Modeling
12.09
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.