Rock-Breaking Characteristics and Specific Energy Evolution of High-Prestressed Granite During Rock Drilling Using MATDEM Simulation

To investigate the working state of hydraulic rock drills in deep rock mass mining and to improve their working efficiency, this paper uses the MATDEM 1.75 discrete element software to carry out numerical simulation experiments on highly pre-stressed rock under different impact frequencies and impact energies, and conducts a preliminary analysis of crack generation, energy variation, rock-breaking speed, and the specific energy of rock breaking during the fragmentation process. The results show that the number of cracks exhibits a stepwise increasing trend over time, and the bit displacement is basically consistent with the generation trends of the various types of cracks. Both the elastic potential energy of the overall cemented bonds and that of the uncemented bonds gradually decrease with the impact process, whereas the elastic potential energy stored per cemented bond gradually increases with the impact process. Both the impact energy and the impact frequency affect the rock-breaking speed: a greater impact energy results in a faster rock-breaking speed, exhibiting a con-cave-shaped (nonlinear) relationship, while a higher impact frequency results in a faster rock-breaking speed, though the growth in the latter half is not pronounced, exhibiting a convex-shaped (nonlinear) relationship. Neither the impact energy nor the impact frequency has a monotonic relationship with the specific energy of rock breaking; both relationships appear as V-shaped (piecewise linear) trends. In other words, under a given set of working conditions there exists an optimal impact energy and impact frequency at which the hydraulic rock drill consumes the least energy to break a unit volume of rock. The rock fragmentation rate is also sensitive to these two parameters. Within the tested range, the specific energy reaches its minimum near 300 J and 50 Hz, providing a preferred operating condition for balancing energy consumption and breaking efficiency.

Authors

Institutions

Publication Details

Journal
Applied Sciences
Published
2026-11-08
DOI
https://doi.org/10.3390/app162111054
Primary Topic
Tunneling and Rock Mechanics
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
article

Rock-Breaking Characteristics and Specific Energy Evolution of High-Prestressed Granite During Rock Drilling Using MATDEM Simulation

Xiaoji Shang, Zhizhen Zhang, Jiayi Sun, Enhui Jin et al.
Applied Sciences
Tunneling and Rock Mechanics
article

Rock-Breaking Characteristics and Specific Energy Evolution of High-Prestressed Granite During Rock Drilling Using MATDEM Simulation

Xiaoji Shang, Zhizhen Zhang, Jiayi Sun, Enhui Jin, Yuerong Zhou
article en

Abstract

To investigate the working state of hydraulic rock drills in deep rock mass mining and to improve their working efficiency, this paper uses the MATDEM 1.75 discrete element software to carry out numerical simulation experiments on highly pre-stressed rock under different impact frequencies and impact energies, and conducts a preliminary analysis of crack generation, energy variation, rock-breaking speed, and the specific energy of rock breaking during the fragmentation process. The results show that the number of cracks exhibits a stepwise increasing trend over time, and the bit displacement is basically consistent with the generation trends of the various types of cracks. Both the elastic potential energy of the overall cemented bonds and that of the uncemented bonds gradually decrease with the impact process, whereas the elastic potential energy stored per cemented bond gradually increases with the impact process. Both the impact energy and the impact frequency affect the rock-breaking speed: a greater impact energy results in a faster rock-breaking speed, exhibiting a con-cave-shaped (nonlinear) relationship, while a higher impact frequency results in a faster rock-breaking speed, though the growth in the latter half is not pronounced, exhibiting a convex-shaped (nonlinear) relationship. Neither the impact energy nor the impact frequency has a monotonic relationship with the specific energy of rock breaking; both relationships appear as V-shaped (piecewise linear) trends. In other words, under a given set of working conditions there exists an optimal impact energy and impact frequency at which the hydraulic rock drill consumes the least energy to break a unit volume of rock. The rock fragmentation rate is also sensitive to these two parameters. Within the tested range, the specific energy reaches its minimum near 300 J and 50 Hz, providing a preferred operating condition for balancing energy consumption and breaking efficiency.

Applied SciencesVol. 16(21)
China University of Mining and Technology (CN)
Tunneling and Rock Mechanics
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.

Laika access coming soon