Experimental and numerical study of the geometrical and hydraulic characteristics of a single rock fracture during shear
Coupled shear-flow tests were conducted on two artificial rock fractures with natural rock fracture characteristics under constant normal loading boundary conditions. Numerical simulations using the 3-D Navier–Stokes equations taking account of the inertial effects of fluid were conducted using the...
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Veröffentlicht in: | International journal of rock mechanics and mining sciences (Oxford, England : 1997) England : 1997), 2011-12, Vol.48 (8), p.1292-1302 |
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Sprache: | eng |
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