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This study investigates the scale dependency and anisotropy of permeability in fractured rock masses using a three-dimensional discrete fracture network (DFN) model based on field data from a dam site in China. The authors propose a new method for estimating the representative elementary volume (REV) size of fractured rock, finding that hydraulic REV sizes vary from 6 to 36 m depending on direction and joint characteristics. The findings aim to improve the understanding of permeability and provide guidance

Author

zhengjimcao

Language

EN