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Peer-reviewedCC BY 4.0PLOS One

Optimal parameters of roadway supports for water prevention based on the FFA algorithm

  1. 1School of Resources and Geosciences, China University of Mining and Technology, Xuzhou, China

Abstract

Roadways are important paths in mining engineering. If the stability of roadway supports cannot be guaranteed, workers’ lives will be threatened. Therefore, the firefly algorithm (FFA) and FLAC3D numerical simulation were combined. Taking the roadway of the Banji Coal Mine as an example, the FFA was used to obtain the optimal grouting area and cable distribution design. This support scheme was then applied to engineering practice. The numerical simulation results were in good agreement with those of engineering practice, indicating that the proposed method is reliable and feasible and can be applied to determine the optimal design for supporting roadways in engineering practice.

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BibTeX
@article{xu2026optimal,
  title = {{Optimal parameters of roadway supports for water prevention based on the FFA algorithm}},
  author = {Chao Xu},
  journal = {PLOS One},
  year = {2026},
  month = oct,
  doi = {10.1371/journal.pone.0357258},
  url = {https://doi.org/10.1371/journal.pone.0357258},
  note = {CC BY 4.0},
}
RIS
TY  - JOUR
TI  - Optimal parameters of roadway supports for water prevention based on the FFA algorithm
AU  - Chao Xu
PY  - 2026
DA  - 2026/10/01
JO  - PLOS One
DO  - 10.1371/journal.pone.0357258
UR  - https://doi.org/10.1371/journal.pone.0357258
AB  - Roadways are important paths in mining engineering. If the stability of roadway supports cannot be guaranteed, workers’ lives will be threatened. Therefore, the firefly algorithm (FFA) and FLAC3D numerical simulation were combined. Taking the roadway of the Banji Coal Mine as an example, the FFA was used to obtain the optimal grouting area and cable distribution design. This support scheme was then applied to engineering practice. The numerical simulation results were in good agreement with those of engineering practice, indicating that the proposed method is reliable and feasible and can be applied to determine the optimal design for supporting roadways in engineering practice.
SN  - 1932-6203
ER  -