Einav, Itai Breakage mechanics. II: Modelling granular materials. (English) Zbl 1419.74048 J. Mech. Phys. Solids 55, No. 6, 1298-1320 (2007). Not reviewed. For part I, see [ibid. 55, No. 6, 1274-1297 (2007; Zbl 1419.74047)]. Cited in 1 ReviewCited in 12 Documents MSC: 74A45 Theories of fracture and damage 74E20 Granularity Citations:Zbl 1419.74047 PDF BibTeX XML Cite \textit{I. Einav}, J. Mech. Phys. Solids 55, No. 6, 1298--1320 (2007; Zbl 1419.74048) Full Text: DOI OpenURL References: [1] Airey, D.W., 2006. Personal communication. [2] Ashby, M.F.; Jones, D.R.H., Engineering materials 1. an introduction to their properties and applications. international series on material science and technology, (1980), Pergamon Press [3] Biarez, J.; Hicher, P., Elementary mechanics of soil behaviour, (1994), A.A. Balkema Rotterdam [4] Butterfield, R., A natural compression law for soils (an advance on e-logp′), Géotechnique, 29, 4, 469-480, (1979) [5] Collins, I.F.; Einav, I., On the validity of elastic/plastic decompositions in soil mechanics. elastoplasticity, (), 193-200 [6] Collins, I.F.; Houlsby, G.T., Application of thermomechanical principles to the modeling of geomaterials, Proc. royal soc. London A, 453, 1975-2001, (1997) · Zbl 0933.74045 [7] Einav, I., 2006. Breakage mechanics—Part I: theory. J. Mech. Phys. Solids (accepted, 9 October 2006), to be published. · Zbl 1419.74047 [8] Einav, I., Carter, J.P., 2007. On convexity, normality, pre-consolidation pressure and singularities of geomaterials. Granul. Matter 9(1-2) 87-96. (Available online http://dx.doi.org/10.1007/s10035-006-0025-z). · Zbl 1200.74029 [9] Einav, I.; Puzrin, A.M., Pressure-dependent elasticity and energy conservation in elastoplastic models for soils, ASCE J. geotech. geoenviron. eng., 130, 1, 81-92, (2004) [10] Hutchings, I.M., Tribology: friction and wear of engineering materials, (1992), Edward Arnold [11] McDowell, G.R.; Bolton, M.D., On the micromechanics of crushable aggregates, Géotechnique, 48, 5, 667-679, (1998) [12] McDowell, G.R.; Bolton, M.D.; Robertson, D., The fractal crushing of granular materials, J. mech. phys. solids, 44, 12, 2079-2102, (1996) [13] Nakata, Y.; Hyodo, M.; Hyde, A.F.L.; Kato, Y.; Murata, H., Microscopic particle crushing of sand subjected to high pressure one-dimensional compression, Soils and foundations, 41, 1, 69-82, (2001) [14] Novello, E.A., Johnston, I.W., 1989. Normally consolidated behaviour of geotechnical materials. In: Proceedings of the 12th International Conference on Soil Mechanics, Rio de Janeiro, vol. 3. pp. 2095-2100. [15] Roscoe, K.H.; Burland, J.B., Engineering plasticity, (), 535-609 [16] Schofield, A.N.; Wroth, C.P., Critical state soil mechanics, (1968), McGraw-Hill London [17] Walton, K., The effective elastic moduli of a random packing of spheres, J. mech. phys. solids, 35, 2, 213-226, (1987) · Zbl 0601.73117 This reference list is based on information provided by the publisher or from digital mathematics libraries. Its items are heuristically matched to zbMATH identifiers and may contain data conversion errors. It attempts to reflect the references listed in the original paper as accurately as possible without claiming the completeness or perfect precision of the matching.