Experimental Investigation of Fracture Behavior in Coal-Seam Hard Roofs Using Different Fracturing Fluids
In fully mechanized mining faces with large mining heights, thick and hard roofs present significant challenges, including extensive overhang areas, difficult roof control, and frequent roof failures. Hydraulic fracturing is a crucial technique for roof weakening and mine pressure control, and the performance of fracturing fluids directly determines the effectiveness of pressure relief. This study conducted true triaxial hydraulic fracturing experiments using three media: clear water and low-viscosity and high-viscosity fracturing fluids. Fracture propagation patterns under varying media and roof strength conditions were systematically investigated through acoustic emission (AE) monitoring, pump pressure analysis, and rock strain measurements. The results show that both fracturing fluid properties and roof compressive strength significantly influence hydraulic fracture initiation, AE characteristics, and ultimate fracture morphology. Compared to conventional clear water, high-viscosity fracturing fluid exhibits superior performance in fracture initiation efficiency (34% higher peak pressure), propagation intensity (3.7 times more AE energy), and influence range (34% greater fracture length). These advantages make it particularly suitable for hard roof conditions requiring precise fracture management. The results provide a theoretical foundation for optimizing hydraulic fracturing parameters in hard roof control engineering applications.
Authors
- Yongjiang Luo (ORCID: https://orcid.org/0000-0003-1643-7015)
- Maolin Yang (ORCID: https://orcid.org/0009-0001-7316-0174)
- Xing Wang (ORCID: https://orcid.org/0000-0002-7345-7269)
- Sicheng Wang (ORCID: https://orcid.org/0000-0001-7887-1728)
- Shuai Lv (ORCID: https://orcid.org/0000-0002-9417-6861)
- Yu Meng
Institutions
- Chongqing University (CN)
- China University of Mining and Technology (CN)
Publication Details
- Journal
- Applied Sciences
- Published
- 2025-08-25
- DOI
- https://doi.org/10.3390/app15179321
- Primary Topic
- Rock Mechanics and Modeling
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- National Natural Science Foundation of China