Deriving Three‐Dimensional Properties of Fracture Networks From Two‐Dimensional Observations in Rocks Approaching Failure Under Triaxial Compression: Implications for Fluid Flow
Author:
Affiliation:
1. The Njord Centre Departments of Geosciences and Physics University of Oslo Oslo Norway
2. ISTerre Université Grenoble Alpes Grenoble INP Université Savoie Mont Blanc CNRS IRD Université Gustave Eiffel Grenoble France
Funder
European Research Council
Publisher
American Geophysical Union (AGU)
Subject
Water Science and Technology
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1029/2022WR032783
Reference73 articles.
1. Permeability anisotropy induced by the shear displacement of rough fracture walls
2. 3-D Pore-Scale Modelling of Sandstones and Flow Simulations in the Pore Networks
3. Fracture-pattern variations around a major fold and their implications regarding fracture prediction using limited data: an example from the Bristol Channel Basin
4. Fracture coalescence in rock-type materials under uniaxial and biaxial compression
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