4.7 Article

Laboratory In Situ CT Observation of the Evolution of 3D Fracture Networks in Coal Subjected to Confining Pressures and Axial Compressive Loads: A Novel Approach

期刊

ROCK MECHANICS AND ROCK ENGINEERING
卷 51, 期 11, 页码 3361-3375

出版社

SPRINGER WIEN
DOI: 10.1007/s00603-018-1459-4

关键词

Three-dimensional fracture networks; Laboratory in situ CT observation; Fracture evolution; Loading processes; Confining pressures; Fractal dimensions

资金

  1. State Key Research Development Program of China [2016YFC0600705]
  2. National Natural Science Foundation of China [51674251, 51727807, 51374213]
  3. National Major Project for Science and Technology [2017ZX05049003-006]
  4. National Natural Science Fund for Distinguished Young Scholars of China [51125017]
  5. Fund for Innovative Research and Development Group Program of Jiangsu Province [2014-27]
  6. Priority Academic Program Development of Jiangsu Higher Education Institutions [PAPD 2014]
  7. PAPD

向作者/读者索取更多资源

Accurate characterisation of the three-dimensional (3D) fracture network of coal is of vital significance to enhancing coal seam permeability during simultaneous extraction of deep coal and methane resources. The limitations of traditional experimental methods prevent direct in situ observation and characterisation of the 3D fracture network and its evolution during loading processes. This study presents a novel approach that incorporates computed tomography and servo-controlled triaxial loading techniques to accomplish the laboratory in situ observation of the continuous evolution of 3D fracture networks inside coal samples which were subject to confining pressures and axial compressive loads. Spatial growth and morphologies of the interior fractures at various loading stages were captured in situ and extracted using imaging processing algorithms. The 3D fracture networks observed at different loading stages were quantitatively characterised using fractal theory and compared to evaluate the influences of confining pressures and vertical loads on their evolution. The results indicated that the original existing fractures of coal closed when the specimens were subject to confining pressures and vertical compressive deformation were in the linear elastic stage. Load-induced fractures expanded notably only when the axial compressive load reached the maximum value. The fractal dimension of the 3D fracture network tended to decrease initially and subsequently increased during the loading process, which reflects the evolutionary characteristics of coal fractures from a closed to an expanded state.

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