Numerical Simulations of Assemblies of Two-Dimensional Polygon-Shaped Particles and Effects of Confining Pressure on Shear Strength

Barton, 1981, Shear strength of rockfill, ASCE, J. of the Geotech. Engrg. Div., 107, 873, 10.1061/AJGEB6.0001167 Bathurst, 1985, A study of stress and anisotropy in idealized granular assemblies, 219 Bertacchi, 1970, 511 Chantawarangul, 1993, Numerical simulations of three-dimensional granular assemblies, 219 Charles, 1980, The influence of confining pressure on the shear strength of compacted rockfill, Géotechnique, 30, 353, 10.1680/geot.1980.30.4.353 Cundall, 1976, Explicit finite-difference methods in geomechanics, 132 Cundall, 1978, 74 Cundall, 1989, 9 Fumagalli, 1970, Laboratory tests on materials and static models for rockfill dams, 531 Issa, 1989, Numerical analysis of micromechanics behavior of granular materials, 12 Leps, 1970, Review of shearing strength of rockfill, ASCE J. of the Soil Mechanics and Foundations Division, 96, 1159, 10.1061/JSFEAQ.0001433 Marachi, 1972, Evaluation of properties of rockfill materials, J. of the Soil Mechanics and Foundations Division, 98 Marsal, 1967, Large scale testing of rockfill material, J. of the Soil Mechanics and Foundations Division, 93 Marsal, 1973, 109 Rothenburg, 1980, Micromechanics of idealized granular systems, 332 Rothenburg, 1989, Analytical study of induced anisotropy in idealized granular materials, Geotechnique, 39, 601, 10.1680/geot.1989.39.4.601 Rothenburg, 1992, Micromechanical features of granular assemblies with planar elliptical particles, Géotechnique, 42, 79, 10.1680/geot.1992.42.1.79 Sneddon, 1951, 541 Timoshenko, 1951, 567 Walton, 1982, Discrete element analysis of granular materials, 1799