共 44 条
- [1] Manzari MT, Dafalias YF., A critical state two-surface plasticity model for sands, Geotechnique, 47, 2, pp. 255-272, (1997)
- [2] Luo Ting, Gao Zhiwei, Wan Zheng, Et al., Influence of the stress path on dilatancy of soils and its modeling, Chinese Journal of Theoretical and Applied Mechanics, 42, 1, pp. 93-101, (2010)
- [3] Lu Dechun, Yao Yangping, Constitutive model of sand considering complex stress paths, Chinese Journal of Theoretical and Applied Mechanics, 37, 4, pp. 451-459, (2005)
- [4] Liu Jiaying, Zhou Wei, Ma Gang, Et al., Contact fabric characteristics of granular materials under three dimensional stress paths, Chinese Journal of Theoretical and Applied Mechanics, 51, 1, pp. 26-35, (2019)
- [5] Pestana JM, Whittle AJ., Formulation of a unified constitutive model for clays and sands, International Journal for Numerical and Analytical Methods in Geomechanics, 23, 12, pp. 1215-1243, (1999)
- [6] Cundall PA, Strack OD., A discrete numerical model for granular assemblies, Geotechnique, 29, 1, pp. 47-65, (1979)
- [7] Wang SQ, Fan YN, Ji SY., Interaction between super-quadric particles and triangular elements and its application to hopper discharge, Powder Technology, 339, pp. 534-549, (2018)
- [8] Wang SQ, Ji SY., Flow characteristics of nonspherical granular materials simulated with multi-superquadric elements, Particuology, 54, pp. 25-36, (2021)
- [9] Zhao SW, Zhao JD., SudoDEM: Unleashing the predictive power of the discrete element method on simulation for non-spherical granular particles, Computer Physics Communications, 259, (2021)
- [10] Feng YT., An energy-conserving contact theory for discrete element modelling of arbitrarily shaped particles: Contact volume based model and computational issues, Computer Methods in Applied Mechanics and Engineering, 373, (2021)