Feasible packing of granular materials in discrete-element modelling of cone-penetration testing

ABSTRACT

This paper explores how the discrete-element method (DEM) was found to play an increasingly important role in cone penetration test (CPT) where continuum-mechanics-based analysis tools are insufficient. We investigated several crucial features of CPT simulations in the two-dimensional DEM. First, the microparameters (stiffness and friction) of discrete material tailored to mimic clean, saturated sand, which is used in cone-penetration tests, were calibrated by curve-fitting drained triaxial tests. Then, three series of cone-penetration simulations were conducted to explore (1) top boundary conditions, (2) reasonable size of discrete particles at different initial porosities, and (3) limit initial porosity of the model for a balance between accurate representation and computational efficiency. Further, we compared the cone-penetration resistance obtained in the laboratory and numerical simulations for the range of relative densities.

KEYWORDS:

• Cone-penetration test
• discrete-element modelling
• granular material
• triaxial test
• porosity
• coordination number

Disclosure statement

No potential conflict of interest was reported by the authors.

Additional information

Funding

This study was funded by TUBITAK (grant number: 111M435).