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Analysis of Fracture Characteristics in Filled-Type Fissured Sandstone
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Tengfei YE1, Daoxue YANG1, Kui ZHAO1, 2, Anmin YANG1, Wenjie YIN1
Mining Research and Development | 2026, 46(3) : 162 - 171
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Mining Research and Development | 2026, 46(3): 162-171
Analysis of Fracture Characteristics in Filled-Type Fissured Sandstone
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Tengfei YE1, Daoxue YANG1, Kui ZHAO1, 2, Anmin YANG1, Wenjie YIN1
Affiliations
  • 1.School of Civil Engineering and Surveying & Mapping Engineering, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China
  • 2.School of Resources and Environmental Engineering, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China
Published: 2026-03-25
Outline
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To investigate the influences of fissure dip angle and filling material on the rock mechanical properties, uniaxial compression tests were conducted on fissured sandstone specimens containing fractures with varying dip angles and filling materials. Digital Image Correlation (DIC) and Acoustic Emission (AE) techniques were employed to monitor the deformation and fracture processes. DIC was used to capture surface strain distribution and crack propagation morphology, and AE was utilized to monitor the crack evolution processes. The distribution characteristics of the RA-AF parameters were analyzed. The results indicate that the filling material prolongs the elastic deformation stage of the fissured sandstone and enhances its brittleness. The effect on the compressive strength diminishes as the inclination angle of the fissures increasing. The elastic modulus of the unfilled specimens is positively correlated with the dip angle of the fissures, while the elastic modulus of the filled specimens is not affected by the dip angle of the fissures. After filling, the strain distribution of the specimens is more uniform, and the crack propagation path becomes concentrated. The unfilled sandstone specimens with a fissure dip angle of 0° to 15° exhibit wing-shaped tensile failure, while those with angles of 30° to 90° show wing-shaped shear failure. All filled specimens exhibit mixed tensile-shear failure. The AE analysis results show that the crack propagation in the unfilled specimens is consistent with the DIC results, while in the filled specimens, tensile cracks are the main type and shear cracks are secondary. The filling materials significantly alter the mechanical behaviors of fissured sandstone. The failure mode and crack evolution are jointly controlled by the filling state and the dip angle of the fissures. The research results provide a theoretical basis for the stability analysis of engineering involving filled-fissured rock masses.

Filled-type fissured sandstone  /  Uniaxial compression  /  Digital image correlation technology  /  Acoustic emission technology  /  Crack propagation
叶腾飞, 杨道学, 赵奎, 杨安闽, 阴文杰. 含充填型裂隙砂岩的破裂特征分析. 矿业研究与开发, 2026 , 46 (3) : 162 -171 .
Tengfei YE, Daoxue YANG, Kui ZHAO, Anmin YANG, Wenjie YIN. Analysis of Fracture Characteristics in Filled-Type Fissured Sandstone[J]. Mining Research and Development, 2026 , 46 (3) : 162 -171 .
Year 2026 volume 46 Issue 3
40
10
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  • Receive Date:2025-04-08
  • Online Date:2026-10-29
  • Published:2026-03-25
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  • Received:2025-04-08
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Affiliations
    1.School of Civil Engineering and Surveying & Mapping Engineering, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China
    2.School of Resources and Environmental Engineering, Jiangxi University of Science and Technology, Ganzhou, Jiangxi 341000, China
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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