Journal
FRACTAL AND FRACTIONAL
Volume 6, Issue 11, Pages -Publisher
MDPI
DOI: 10.3390/fractalfract6110685
Keywords
fractal dimension; fracture network; equivalent hydraulic conductivity; equivalent non-Darcy coefficient
Categories
Funding
- Key Scientific Research Project of Colleges and Universities in Henan Province
- Natural Science Foundation of Hena [22B570002]
- [222300420281]
Ask authors/readers for more resources
This study describes the formation and development of fracture networks using fractal theory and analyzes their structural characteristics. Numerical calculations are used to determine the fractal dimension, equivalent hydraulic conductivity, and equivalent non-Darcy coefficient of the fracture network, and the influence of the fractal dimension on hydraulic conductivity and non-Darcy coefficient is studied.
Under the influence of internal and external factors, a fracture network is easily generated in concrete and rock, which seriously endangers project safety. Fractal theory can be used to describe the formation and development of the fracture network and characterize its structure. Based on the flow balance in the node balance field, Forchheimer's law is introduced to derive the control equation of high-velocity non-Darcy flow in the fracture network. The fracture network is established according to the geological parameters of Sellafield, Cumbria, England. A total of 120 internal fracture networks are intercepted according to 10 dimensions (1 m, 2 m, ..., 10 m) and 12 directions (0 degrees, 30 degrees, ..., 330 degrees). The fractal dimension, equivalent hydraulic conductivity ( K) , and equivalent non-Darcy coefficient (beta) of the fracture network are calculated, and the influence of the fractal dimension on K and beta is studied. The results indicate that the fractal dimension of the fracture network has a size effect; with the increase in the size, the fractal dimension of the fracture network undergoes three stages: rapid increase, slow increase, and stabilization. In the rapid increase stage, K and beta do not exist. In the slow increase stage, K exists and is stable, and beta does not exist. In the stabilization stage, K and beta both exist and are stable. The principal axes of the fitted seepage ellipses of K and beta are orthogonal, and the main influencing factors are the direction and continuity of the fracture.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available