Study on the fracture characteristics controlled by filling ratio in cut-and-fill mining
To mitigate surface subsidence and stope instability induced by an insufficient filling ratio in cut‑and‑fill mining, this study investigates overlying strata fracture characteristics and instability mechanisms by means of similar material simulation, PFC numerical modeling, and theoretical analysis. Filling ratio acts as the dominant factor for overburden and stope stability: full (100%) filling suppresses roof displacement and key-stratum breakage to realize reliable gangue-pillar bearing and overburden control, whereas 50% insufficient filling triggers key-stratum fracture and domino-style chain failure starting from central goaf gangue pillars, further producing severe overburden destruction and large-magnitude surface subsidence. PFC simulations prove cut-and-fill mining forms a composite three-arch structure, whose evolution under gangue compaction controls overburden damage and surface subsidence. Analysis confirms the criticality of middle gangue pillar stability, so Cut-and-fill mining design should strengthen middle and end gangue pillars. This study clarifies filling ratio control mechanisms, providing technical support for filling parameter optimization and safe, efficient Cut-and-fill mining.
Authors
- Changxiang Wang (ORCID: https://orcid.org/0000-0002-4202-7231)
- Zhiqiang Wang
- Qingju Qin
- Baoliang Zhang
- Jiahao Wang
Institutions
- Anhui University of Science and Technology (CN)
- Liaocheng University (CN)
- China University of Mining and Technology (CN)
- Shanxi Coal Transportation and Sales Group (China) (CN)
- China National Administration of Coal Geology (CN)
- Shanxi Jincheng Anthracite Mining Group (China) (CN)
- Anhui Academy of Coal Science (CN)
- China Coal Technology and Engineering Group Corp (China) (CN)
Publication Details
- Journal
- PLoS ONE
- Published
- 2026-10-16
- DOI
- https://doi.org/10.1371/journal.pone.0354444
- Primary Topic
- Geomechanics and Mining Engineering
- Type
- article
- Field-Weighted Citation Impact
- 0.00