Critical Reynolds number for nonlinear flow through rough-walled fractures: The role of shear processes

Author:

Javadi Morteza1,Sharifzadeh Mostafa12,Shahriar Kourosh1,Mitani Yasuhiro3

Affiliation:

1. Department of Mining and Metallurgical Engineering; Amirkabir University of Technology; Tehran Iran

2. Western Australian School of Mine; Curtin University; Kalgoorlie Western Australia Australia

3. Institute of Environmental Systems; Kyushu University; Fukuoka Kyushu Japan

Publisher

American Geophysical Union (AGU)

Subject

Water Science and Technology

Reference116 articles.

1. The evolution of void spaces (permeability) in relation with rock joint shear behavior;Archambault;Int. J. Rock Mech. Min. Sci.,1997

2. Influence of wall roughness on the geometrical, mechanical and transport properties of single fractures;Auradou;J. Phys. D Appl. Phys.,2009

3. Permeability anisotropy induced by the shear displacement of rough fracture walls;Auradou;Water Resour. Res.,2005

4. Flow channeling in a single fracture induced by shear displacement;Auradou;Geothermics,2006

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