Constitutive Relationships for Elastic Deformation of Clay Rock: Data Analysis - Liu, H. H.; Rutqvist, J.; Birkholzer, J. T. (Rock mechanics and rock engineering, 2011)
Keywords: Applied sciences; ARGILLITE; Buildings. Public works; Civil Engineering; Clay; Clay (material); CLAYS; CONFINEMENT; Constitutive relationships; DATA ANALYSIS; DEFORMATION; Earth and Environmental Science; Earth Sciences; Elastic deformation; ENVIRONMENTAL SCIENCES; EVALUATION; Exact sciences and technology; FRACTURES; Geophysics/Geodesy; GEOSCIENCES; Geotechnics; Heterogeneity; MANAGEMENT OF RADIOACTIVE WASTES, AND NON-RADIOACTIVE WASTES FROM NUCLEAR FACILITIES; Mechanical properties; OPALINUS CLAY; Original Paper; RADIOACTIVE WASTES; RADIOISOTOPES; Repositories; Rock; Rock deformation; Rocks; SIMULATION; Soil investigations. Testing; Strain; STRAINS; Strength of materials (elasticity, plasticity, buckling, etc.); Stress analysis; Structural analysis. Stresses; SWELLING; TRANSPORT; WATER; Coupled processes; Constitutive model; Clay rock; Constitutive equation; Clay; Data analysis; Argillaceous rocks; Site analysis; Stress strain relation; Elastic deformation; Modeling; Water permeability; Microcracking; Comparative study