Particle breakage and deformation of carbonate sands with wide range of densities during compression loading process
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Alikarami R, Ando E, Gkiousas-Kapnisis M et al (2015) Strain localisation and grain breakage in sand under shearing at high mean stress: insights from in situ X-ray tomography. Acta Geotech 10:15–30
Cheng YP, Nakata Y, Bolton MD (2003) Discrete element simulation of crushable soil. Geotechnique 53:633–641
Coop MR, Sorensen KK, Bodas Freitas T et al (2004) Particle breakage during shearing of a carbonate sand. Geotechnique 54:157–163
Daouadji A, Hicher P-Y (2010) An enhanced constitutive model for crushable granular materials. Int J Numer Anal Met 34:555–580
Huang J, Xu S, Hu S (2013) Effects of grain size and gradation on the dynamic responses of quartz sands. Int J Impact Eng 59:1–10
Huang J, Xu S, Hu S (2014) Influence of particle breakage on the dynamic compression responses of brittle granular materials. Mech Mater 68:15–28
Huang J, Xu S, Hu S (2015) The role of contact friction in the dynamic breakage behavior of granular materials. Granul Matter 17:111–120
Indraratna B, Lackenby J, Christie D (2005) Effect of confining pressure on the degradation of ballast under cyclic loading. Geotechnique 55:325–328
Liu M, Gao Y, Liu H (2014) An elastoplastic constitutive model for rockfills incorporating energy dissipation of nonlinear friction and particle breakage. Int J Numer Anal Met 38:935–960
Lobo-Guerrero S, Vallejo L (2006) Modeling granular crushing in ring shear tests: experimental and numerical analyses. Soils Found 46:147–157
Lobo-Guerrero S, Vallejo LE (2006) Discrete element method analysis of railtrack ballast degradation during cyclic loading. Granul Matter 8:195–204
Luzzani L, Coop MR (2002) On the relationship between particle breakage and the critical state of sands. Soils Found 42:71–82
Mcdowell GR, Bolton MD (1998) On the micromechanics of crushable aggregates. Geotechnique 48:667–679
Nimbalkar S, Indraratna B, Dash SK et al (2012) Improved performance of railway ballast under impact loads using shock mats. J Geotech Geoenviron Eng 138:281–294
Shahnazari H, Rezvani R (2013) Effective parameters for the particle breakage of calcareous sands: an experimental study. Eng Geol 159:98–105
Shipton B, Coop MR (2012) On the compression behaviour of reconstituted soils. Soils Found 52:668–681
Xiao Y, Liu H (2017) Elastoplastic constitutive model for rockfill materials considering particle breakage. Int J Geomech 17:04016041
Xiao Y, Liu H, Chen Y et al (2014) Bounding surface model for rockfill materials dependent on density and pressure under triaxial stress conditions. J Eng Mech 140:04014002
Xiao Y, Liu H, Chen Y et al (2015) State-dependent constitutive model for rockfill materials. Int J Geomech 15:04014075
Xiao Y, Liu H, Ding X et al (2016) Influence of particle breakage on critical state line of rockfill material. Int J Geomech 16:04015031
Xiao Y, Liu H, Desai CS et al (2016) Effect of intermediate principal-stress ratio on particle breakage of rockfill material. J Geotech Geoenviron Eng 142:06015017
Xiao Y, Liu H, Xiao P et al (2016) Fractal crushing of carbonate sands under impact loading. Geotech Lett 6:199–204
Yamamuro JA, Bopp PA, Lade PV (1996) One-dimensional compression of sands at high pressures. J Geotech Geoenviron Eng 122:147–154
Zhou M, Song E (2016) A random virtual crack DEM model for creep behavior of rockfill based on the subcritical crack propagation theory. Acta Geotech 11:827–847