Discrete Element Modeling of Cone Penetration Tests Incorporating Particle Shape and Crushing

AbstractThe effect of particle shape and particle crushing on the results of cone penetration testing (CPT) of granular materials in a calibration chamber has been studied using three-dimensional discrete element modeling. Simulating the whole chamber with a realistic particle size requires a large number of particles, which leads to a large computational time. Both 90° and 30° segments of a calibration chamber were used in this study to reduce computational time. The effect of particle shape was simulated by prohibiting particle rotation or using simple two-ball clumps. Prohibiting particle rotation was found to increase tip resistance significantly compared with free particle rotation, and replacing a single sphere with different shapes of simple two-ball clumps was also found to have an important effect on the tip resistance. Particle crushing was simulated during CPTs by replacing a broken particle with two new equal-sized smaller particles. The results showed that there was a considerable reduction i...

[1]  P. Cundall,et al.  A discrete numerical model for granular assemblies , 1979 .

[2]  Da-Mang Lee Angles of friction of granular fills. , 1992 .

[3]  Joanna Butlanska,et al.  Cone penetration test in a virtual calibration chamber , 2014 .

[4]  J. Ting,et al.  Discrete numerical model for soil mechanics , 1989 .

[5]  Glenn R. McDowell,et al.  Micro mechanics of isotropic normal compression , 2013 .

[6]  Gioacchino Viggiani,et al.  A numerical investigation of the incremental behavior of granular soils , 2003 .

[7]  L. Vallejo,et al.  Influence of pile shape and pile interaction on the crushable behavior of granular materials around driven piles: DEM analyses , 2007 .

[8]  Catherine O'Sullivan,et al.  Particle-Based Discrete Element Modeling: Geomechanics Perspective , 2011 .

[9]  Luis E. Vallejo,et al.  Crushing a weak granular material: experimental numerical analyses , 2005 .

[10]  Hai-Sui Yu,et al.  A particle refinement method for simulating DEM of cone penetration testing in granular materials , 2012 .

[11]  H. T. Durgunoglu,et al.  Static penetration resistance of soils , 1973 .

[12]  Richard J. Bathurst,et al.  Micromechanical features of granular assemblies with planar elliptical particles , 1992 .

[13]  G. McDowell,et al.  A new creep law for crushable aggregates , 2013 .

[14]  T Lunne,et al.  BOUNDARY EFFECTS IN THE LABORATORY CALIBRATION OF A CONE PENETROMETER FOR SAND , 1982 .

[15]  A. Huang,et al.  An analytical study of cone penetration tests in granular material , 1994 .

[16]  K. Terzaghi Theoretical Soil Mechanics , 1943 .

[17]  Andrew J. Whittle,et al.  Deformation analysis of shallow penetration in clay , 1997 .

[18]  Michele Jamiolkowski,et al.  Evaluation of Relative Density and Shear Strength of Sands from CPT and DMT , 2003 .

[19]  Glenn R. McDowell,et al.  Discrete element modelling of one-dimensional compression of cemented sand , 2014 .

[20]  M. M. Baligh Strain Path Method , 1985 .

[21]  Glenn R. McDowell,et al.  ON THE YIELDING AND PLASTIC COMPRESSION OF SAND , 2002 .

[22]  Hai-Sui Yu,et al.  Cavity Expansion Methods in Geomechanics , 2000 .

[23]  Malcolm D. Bolton,et al.  Centrifuge cone penetration tests in sand , 1999 .

[24]  Itai Einav,et al.  The role of self-organization during confined comminution of granular materials , 2010, Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences.

[25]  Scott W. Sloan,et al.  Finite element analysis of cone penetration in cohesionless soil , 2004 .

[26]  G T Houlsby,et al.  CALIBRATION CHAMBER TESTS OF A CONE PENETROMETER IN SAND. DISCUSSION , 1988 .

[27]  Malcolm D. Bolton,et al.  Micro- and macro-mechanical behaviour of DEM crushable materials , 2008 .

[28]  Ken Been,et al.  THE CONE PENETRATION TEST IN SANDS: PART II, GENERAL INFERENCE OF STATE , 1987 .

[29]  Wei Chen,et al.  Numerical Simulations for Large Deformation of Granular Materials Using Smoothed Particle Hydrodynamics Method , 2012 .

[30]  Félix Darve,et al.  Numerical simulation of drained triaxial test using 3D discrete element modeling , 2009 .

[31]  A. S. Vesić Expansion of Cavities in Infinite Soil Mass , 1972 .

[32]  P. K. Robertson In situ testing and its application to foundation engineering , 1986 .

[33]  Rodrigo Salgado,et al.  Cavity Expansion and Penetration Resistance in Sand , 1997 .

[34]  T. Ng,et al.  A non‐linear numerical model for soil mechanics , 1992 .

[35]  Glenn R. McDowell,et al.  Discrete element modelling of soil particle fracture , 2002 .

[36]  G. McDowell,et al.  Discrete element modelling of railway ballast , 2005 .

[37]  W. Weibull A Statistical Distribution Function of Wide Applicability , 1951 .

[38]  Fernando Schnaid,et al.  A study of the cone-pressuremeter test in sand , 1990 .

[39]  Hehua Zhu,et al.  Two-Dimensional Discrete Element Theory for Rough Particles , 2009 .

[40]  Murad Y. Abu-Farsakh,et al.  Numerical analysis of the miniature piezocone penetration tests (PCPT) in cohesive soils , 1998 .

[41]  Malcolm D. Bolton,et al.  Crushing and plastic deformation of soils simulated using DEM , 2004 .

[42]  Glenn R. McDowell,et al.  On the micro mechanics of one-dimensional normal compression , 2013 .

[43]  Malcolm D. Bolton,et al.  On the micromechanics of crushable aggregates , 1998 .

[44]  Hai-Sui Yu,et al.  Discrete element modelling of deep penetration in granular soils , 2006 .

[45]  Denis Vallet,et al.  Numerical model of crushing of grains inside two-dimensional granular materials , 1999 .