Crushing and plastic deformation of soils simulated using DEM

• Published in: Géotechnique 2004-03, Vol.54 (2), p.131-141
• Main Authors: CHENG, Y. P, BOLTON, M. D, NAKATA, Y
• Format: Article
• Language: English
• Subjects: Earth sciences; Earth, ocean, space; Engineering and environment geology. Geothermics; Engineering geology; Exact sciences and technology
• ISSN: 0016-8505; 1751-7656
• DOI: 10.1680/geot.2004.54.2.131

Cheng and co-workers showed how to make numerical simulations of crushable soils by the discrete element method (DEM). Stress-path tests on triaxial elements comprising crushable agglomerates have now been simulated. The plastic behaviour of this numerically generated soil closely resembles that of real sand. Crushing in the aggregate begins at stresses less than one tenth of the characteristic strength of single grains. The yield surfaces of isotropic ‘lightly overconsolidated’ DEM simulations are also contours of breakage, and are elliptical on Cambridge-style (q, p′) plots and symmetrical about the p′ axis. The points of maximum deviator stress at yield lie along lines of stress ratio M y = ±0·8, but the plastic strain increments at yield are non-associated, giving more contraction than normality would allow. Significantly, therefore, the stress ratio M y was found not to coincide with critical states. All stress-path simulations yielding with q/p′ > M y were found to satisfy the requirements of stress–dilatancy theory. In particular, their yielding was best described using a unique Mohr–Coulomb angle of internal friction ϕ, correlated with dilatancy rate. Points of zero dilation were found within this regime, providing a critical-state friction angle ϕ crit = 42° for these very ‘rough’ agglomerates. They also coincided with the location of a critical-state line on an e–log p′ plot. The peak angle (ϕ peak ) developed in a variety of tests showed a unique correlation, reducing by progressive grain crushing as log σ′ 1 increased. As macroscopic stress levels approached the characteristic crushing strength of grains, it was impossible even to mobilise ϕ = ϕ crit , owing to large strains and high degress of breakage.