https://insu.hal.science/insu-01857500Davy, PhilippePhilippeDavyGR - Géosciences Rennes - UR - Université de Rennes - INSU - CNRS - Institut national des sciences de l'Univers - OSUR - Observatoire des Sciences de l'Univers de Rennes - UR - Université de Rennes - INSU - CNRS - Institut national des sciences de l'Univers - UR2 - Université de Rennes 2 - CNRS - Centre National de la Recherche Scientifique - INRAE - Institut National de Recherche pour l’Agriculture, l’Alimentation et l’Environnement - CNRS - Centre National de la Recherche ScientifiqueDarcel, CarolineCarolineDarcelItasca ConsultantsLe Goc, RomainRomainLe GocItasca ConsultantsMas Ivars, DiegoDiegoMas IvarsSKB - Swedish Nuclear Fuel and Waste Management CoKTH - KTH Royal Institute of Technology [Stockholm]Elastic properties of fractured rock masses with frictional properties and power-law fracture size distributionsHAL CCSD2018[SDU.STU.GP] Sciences of the Universe [physics]/Earth Sciences/Geophysics [physics.geo-ph]Dubigeon, Isabelle2018-10-18 08:27:382023-09-19 04:05:062018-10-18 10:06:37enJournal articleshttps://insu.hal.science/insu-01857500/document10.1029/2017JB015329application/pdf1We derive the relationships that link the general elastic properties of rock masses to the geometrical properties of fracture networks, with a special emphasis to the case of frictional crack surfaces. We extend the well-known elastic solutions for free-slipping cracks to fractures whose plane resistance is defined by an elastic fracture (shear) stiffness k s and a stick-slip Coulomb threshold. A complete set of analytical solutions have been derived for (i) the shear displacement in the fracture plane for stresses below the slip threshold and above, (ii) the partitioning between the resistances of the fracture plane on the one hand and of the elastic matrix on the other hand, and (iii) the stress conditions to trigger slip. All the expressions have been checked with numerical simulations. The Young's modulus and Poisson's ratio were also derived for a population of fractures. They are controlled both by the total fracture surface for fractures larger than the stiffness length l S (defined by k s and the intact matrix elastic properties) and by the percolation parameter of smaller fractures. These results were applied to power law fracture size distributions, which are likely relevant to geological cases. We show that if the fracture size exponent is in the range -3 to -4, which corresponds to a wide range of geological fracture networks, the elastic properties of the bulk rock are almost exclusively controlled by k s and the stiffness length, meaning that the fractures of size l S play a major role in the definition of the elastic properties.