Abstract
The simulation of penetration problems into granular materials is a challenging problem as it involves large deformations and displacements as well as strong non-linearities affecting material behaviour, geometry and contact surfaces. In this contribution, the Discrete Element Method (DEM) has been adopted as the modelling formulation. Attention is focused on the simulation of cone penetration, a basic reconnaissance tool in geotechnical engineering, although the approach can be readily extended to other penetration problems. It is shown that DEM analysis results in a very close quantitative representation of the cone resistance obtained in calibration chambers under a wide range of conditions. DEM analyses also provides, using appropriate averaging techniques, relevant information concerning mesoscale continuum variables (stresses and strains) that appear to be in agreement with physical calibration chamber observations. The examination of microstructural variables contributes to a better understanding of the mechanisms underlying the observed effects of a number of experimental and analysis features of the cone penetration test.
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References
A. Gens, M. Arroyo, J. Butlanska, J.M. Carbonell, M. Ciantia, L. Monforte, C. O’Sullivan, Simulation of the cone penetration test: discrete and continuum approaches. Aust. Geomech. 51(4), 169–182 (2016)
C. O’Sullivan, Particle-Based Discrete Element Modeling: A Geomechanics Perspective (Taylor & Francis, Hoboken, NJ, 2011)
P.A. Cundall, O.D.L. Strack, Discrete numerical model for granular assemblies. Géotechnique 29(1), 47–65 (1979)
F. Calvetti, R. Nova, Micro-macro relationships from DEM simulated element and in-situ tests, in Proceedings of 5th International Conference of Micromechanics of Granular Media: Powders and Grains 2005, (Stuttgart, 2005), pp. 245–250
A.-B. Huang, M.Y. Ma, An analytical study of cone penetration tests in granular material. Can. Geotech. J. 31, 91–103 (1994)
M.J. Jiang, H.-S. Yu, D. Harris, Discrete element modelling of deep penetration in granular soils. Int. J. Numer. Anal. Meth. Geomech. 30, 335–361 (2006)
M. Arroyo, J. Butlanska, A. Gens, F. Calvetti, M. Jamiolkowski, Cone penetration tests in a virtual calibration chamber. Géotechnique 61, 525–531 (2011)
J. Butlanska, M. Arroyo, A. Gens, C. O’Sullivan, Multi-scale analysis of cone penetration test (CPT) in a virtual calibration chamber. Can. Geotech. J. 51(1), 51–66 (2014)
J. Lin, W. Wu, Numerical study of miniature penetrometer in granular material by discrete element method. Phil. Mag. 92(28–30), 3474–3482 (2012)
G.R. McDowell, O. Falagush, H.-S. Yu, A particle re-firemen method for simulating DEM of cone penetration testing in granular materials. Géotechnique Lett. 2, 141–147 (2012)
Itasca, Particle flow code in three dimensions: software manual. (Minnesota, USA, 2010)
J.M. Ting, B.T. Corkum, C.R. Kauffman, Discrete numerical model for soil mechanics. ASCE J. Geotech. Eng. 115(3), 379–398 (1989)
P.A. Cundall, Distinct element models of rock and soil structure, in Analytical and Computational Methods in Engineering Rock Mechanics, ed. by E.T. Brown (Allen & Unwin, London, 1987), pp. 129–163
A.K. Parkin, T. Lunne, Boundary effect in the laboratory calibration of a cone penetrometer in sand, in Proceedings of the 2nd European Symposium on Penetration Testing, (Amsterdam, 1982) pp. 761–768
J. Butlanska, M. Arroyo, A. Gens, Size effects on a virtual calibration chamber, in Numerical Methods in Geotechnical Engineering, ed. by T. Benz, S. Nordal (CRC Press, Balkema, 2010), pp. 225–230
M. Jamiolkowski, D.C.F. Lo Presti, M. Manassero, Evaluation of relative density and shear strength of sands from CPT and DMT. Soil behavior and soft ground construction. Am. Soc. Civ Eng. 201–238 (2003)
D.O. Potyondy, P.A. Cundall, A bonded-particle model for rock. Int. J. Rock Mech. Min. Sci. 41(8), 1329–1364 (2004)
R.J. Jardine, F. Chow, Some recent developments in offshore pile design, in Proceedings of 6th International Offshore Site Investigation and Geotechnics, (London, UK, 2007)
R.J. Jardine, B.T. Zhu, P. Foray, Z.X. Yang, Measurement of stresses around closed-ended displacement piles in sand. Géotechnique 63, 1–17 (2013)
P. van den Berg, Analysis of soil penetration. Ph.D. thesis, Delft University of Technology (1994)
G.T. Houlsby, R. Hitchman, Calibration chamber tests of a cone penetrometer in sand. Géotechnique 38(1), 39–44 (1988)
M.O. Ciantia, M. Arroyo, F. Calvetti, A. Gens, An approach to enhance efficiency of DEM modelling of soils with crushable grains. Geotechnique 65(2), 91–110 (2015)
Acknowledgements
The support of the Ministerio de Economía y Competividad of Spain through research grants BIA2008-06537, BIA2011-27217 and BIA2014-59467-R is gratefully acknowledged.
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Gens, A., Arroyo, M., Butlanska, J., O’Sullivan, C. (2018). Discrete Simulation of Cone Penetration in Granular Materials. In: Oñate, E., Peric, D., de Souza Neto, E., Chiumenti, M. (eds) Advances in Computational Plasticity. Computational Methods in Applied Sciences, vol 46. Springer, Cham. https://doi.org/10.1007/978-3-319-60885-3_5
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