Revisiting the strainburst intensity of roadways in coal mines: Theory and case study

Strainburst is a type of severe dynamic hazard frequently encountered in underground excavation, involving violent rock ejection. It is caused by the release of elastic strain energy stored in the surrounding rocks. Hence, the burst energy criterion is crucial for evaluating the strainburst intensity. In this study, using a damage model of roadway strainbursts, a new critical energy storage density index for strainburst initiation was proposed, and a novel assessment criterion for the bursting intensity of strainburst-prone roadways was established. The results showed that an increase in coal brittleness results in decreases in critical stress of the strainburst and bursting intensity of the surrounding rocks. When the rock strength increases, the critical stress of the strainburst occurrence and bursting intensity of the surrounding rocks increase accordingly. Additionally, an increase in roadway support’s bearing capacity improves the critical stress of the strainburst occurrence and the energy storage capacity of the surrounding rocks. Although a large roadway excavation size does not affect the critical stress threshold of the strainburst occurrence, it has a significant effect on the bursting intensity of the surrounding rocks. For the Xinjie mining area, the theoretical energy release density of the roadway is calculated as 5.63 × 10 7 J/m for a strainburst-prone coal seam with a uniaxial compressive strength of 30.8 MPa. Verification was performed using two in situ rockburst cases, where the theoretical bursting energy release values Q are 2.82 × 10 5 J and 1.13 × 10 6 J for actual roadway failure lengths of 5 m and 20 m, respectively, with calculation error of 8.46%-25.98%. • A new burst energy criterion for assessing the bursting intensity of roadway strainbursts after their occurrence is provided. • The proposed energy density index describes the energy storage limit, which is directly related to the rock properties, support stress, and excavation size. • The influence of the support strength on the bursting intensity of roadway strainbursts was quantified at the roadway scale.

Authors

Institutions

Publication Details

Journal
Journal of Rock Mechanics and Geotechnical Engineering
Published
2026-02-01
DOI
https://doi.org/10.1016/j.jrmge.2026.02.003
Citations
1
Primary Topic
Rock Mechanics and Modeling
Type
article
Field-Weighted Citation Impact
18.34
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Revisiting the strainburst intensity of roadways in coal mines: Theory and case study

He Ren, Aiwen Wang, Yanan Gao, Chuanqi Zhu et al.
1 citations
Journal of Rock Mechanics and Geotechnical Engineering
Rock Mechanics and Modeling
18.34
article

Revisiting the strainburst intensity of roadways in coal mines: Theory and case study

He Ren, Aiwen Wang, Yanan Gao, Chuanqi Zhu, Xin Zhao, Lianpeng Dai, Yishan Pan
article en
1 citations

Abstract

Strainburst is a type of severe dynamic hazard frequently encountered in underground excavation, involving violent rock ejection. It is caused by the release of elastic strain energy stored in the surrounding rocks. Hence, the burst energy criterion is crucial for evaluating the strainburst intensity. In this study, using a damage model of roadway strainbursts, a new critical energy storage density index for strainburst initiation was proposed, and a novel assessment criterion for the bursting intensity of strainburst-prone roadways was established. The results showed that an increase in coal brittleness results in decreases in critical stress of the strainburst and bursting intensity of the surrounding rocks. When the rock strength increases, the critical stress of the strainburst occurrence and bursting intensity of the surrounding rocks increase accordingly. Additionally, an increase in roadway support’s bearing capacity improves the critical stress of the strainburst occurrence and the energy storage capacity of the surrounding rocks. Although a large roadway excavation size does not affect the critical stress threshold of the strainburst occurrence, it has a significant effect on the bursting intensity of the surrounding rocks. For the Xinjie mining area, the theoretical energy release density of the roadway is calculated as 5.63 × 10 7 J/m for a strainburst-prone coal seam with a uniaxial compressive strength of 30.8 MPa. Verification was performed using two in situ rockburst cases, where the theoretical bursting energy release values Q are 2.82 × 10 5 J and 1.13 × 10 6 J for actual roadway failure lengths of 5 m and 20 m, respectively, with calculation error of 8.46%-25.98%. • A new burst energy criterion for assessing the bursting intensity of roadway strainbursts after their occurrence is provided. • The proposed energy density index describes the energy storage limit, which is directly related to the rock properties, support stress, and excavation size. • The influence of the support strength on the bursting intensity of roadway strainbursts was quantified at the roadway scale.

Journal of Rock Mechanics and Geotechnical Engineering
Liaoning University (CN), Anhui University of Science and Technology (CN), China University of Mining and Technology (CN), Northeastern University (CN)
Affordable and clean energy
Openalex Percentile: Top 1%
Rock Mechanics and Modeling
18.34
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.