Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands
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VIEW THE REPLYPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 5
Abstract
The size and shape of soil particles reflect the formation history of the grains. In turn, the macroscale behavior of the soil mass results from particle level interactions which are affected by particle shape. Sphericity, roundness, and smoothness characterize different scales associated with particle shape. New experimental data and results from published studies are gathered into two databases to explore the effects of particle shape on packing density and on the small-to-large strain mechanical properties of sandy soils. In agreement with previous studies, these data confirm that increased angularity or eccentricity produces an increase in and . Furthermore, the data show that increasing particle irregularity causes a decrease in stiffness yet heightened sensitivity to the state of stress; an increase in compressibility under zero-lateral strain loading; an increase in the critical state friction angle ; and an increase in the intercept of the critical state line (there is a weak effect on the slope ). Therefore, particle shape emerges as a significant soil index property that needs to be properly characterized and documented, particularly in clean sands and gravels. The systematic assessment of particle shape will lead to a better understanding of sand behavior.
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Acknowledgments
Support was provided by NSFNSF (Project: The Effect of Internal Scales in Soil Behavior), the Georgia Mining Industry, The Goizueta Foundation, and the Smart Infra-Structure Technology Center (SISTeC) under KOSEF.KOSEF The writers are grateful to the reviewers for their detailed comments.
References
Arulanandan, K., Seed, H. B., Yogachandran, C., Muraleetharan, K. K., and Seed, R. B. (1993). “Centrifuge study on volume changes and dynamic stability of earth dams.” J. Geotech. Eng., 119(11), 1717–1731.
Ashmawy, A. K., Sukumaran, B., and Vinh Hoang, V. (2003). “Evaluating the influence of particle shape on liquefaction behavior using discrete element modelling.” Proc. 13th Int. Offshore and Polar Engineering Conf., ISOPE, Honolulu, Vol. 2, 542–549.
Barrett, P. J. (1980). “The shape of rock particles, a critical review.” Sedimentology, 27, 291–303.
Been, K., and Jefferies, M. G. (1985). “A state parameter for sands.” Geotechnique, 35(2), 99–112.
Been, K., Jefferies, M. G., and Hachey, J. (1991). “The critical state of sands.” Geotechnique, 41(3), 365–381.
Bowman, E. T., Soga, K., and Drummnond, W. (2001). “Particle shape characterization using Fourier descriptor analysis.” Geotechnique, 51(6), 545–554.
Castro, G., Enos, J. L., France, J. W., and Poulos, S. J. (1982). “Liquefaction induced by cyclic loading.” Rep. No. NSF/CEE-82018, National Science Foundation, Washington, D.C.
Chan, L. C. Y., and Page, N. W. (1997). “Particle fractal and load effects on internal friction in powders.” Powder Technol., 90, 259–266.
Chen, Y. C., and Liao, T. S. (1999). “Studies of the state parameter and liquefaction resistance of sands.” Earthquake Geotechnical Engineering: Proc., 2nd Int. Conf., Lisbon, Portugal, P. S. Seco e Pinto, ed., A.A. Balkema, Rotterdam, The Netherlands, 513–518.
Chillarige, A. V., Robertson, P. K., Morgenstern, N. R., and Christian, H. A. (1997). “Evaluation of the in situ state of Fraser River sand.” Can. Geotech. J., 34(4), 510–519.
Cho, G. C. (2001). “Unsaturated soil stiffness and post-liquefaction shear strength.” Ph.D. thesis, Georgia Institute of Technology, Atlanta.
Chu, J., and Lo, S. C. R. (1993). “On the measurement of critical state parameters of dense granular soils.” Geotech. Test. J., 16(1), 27–35.
Clark, N. N. (1987). “A new scheme for particle shape characterization based on fractal harmonics and fractal dimensions.” Powder Technol., 51, 243–249.
Coop, M. R. (2005). “On the mechanics of reconstituted and natural sands.” Proc., 3rd Int. Symp. on Deformation Characteristics of Geomaterials, Lyon, France, H. Di Benedetto, T. Doanh, H. Geoffroy, and C. Sauzeat, eds., A.A. Balkema, Rotterdam, The Netherlands, 29–58.
Cubrinovski, M., and Ishihara, K. (2002). “Maximum and minimum void ratio characteristics of sands.” Soils Found., 42(6), 65–78.
Cunning, J. C., Robertson, P. K., and Sego, D. C. (1995). “Shear wave velocity to evaluate in situ state of cohesionless soils.” Can. Geotech. J., 32, 848–858.
de Graft-Johnson, J. W. S., Bhatia, H. S., and Gidigasu, D. M. (1969). “The strength characteristics of residual micaceous soils and their application to stability problems.” Proc. 7th Int. Conf. on Soil Mechanics and Foundation Engineering, Mexico, 165–172.
Dobry, R., Vasquez-Herrera, A., Mohamad, R., and Vucetic, M. (1985). “Liquefaction flow failure of silty sand by torsional cyclic tests.” Advances in the Art of Testing Soils under Cyclic Conditions, Proc. of a Session Sponsored by the Geotechnical Engineering Division in Conjunction with the ASCE Convention, Detroit, V. Khosla, ed., 29–50.
Dodds, J. S. (2003). “Particle shape and stiffness—Effects on soil behavior.” M.Sc. thesis, Georgia Institute of Technology, Atlanta.
Dyskin, A. V., Estrin, Y., Kanel-Belov, A. J., and Pasternak, E. (2001). “Toughening by fragmentation—How topology helps.” Adv. Eng. Mater., 3(1), 885–888.
Folk, R. L. (1955). “Student operator error in determination of roundness, sphericity, and grain size.” J. Sediment. Petrol., 25(4), 297–301.
Fraser, H. J. (1935). “Experimental study of the porosity and permeability of elastic sediments.” J. Geol., 13(8), 910–1010.
Gajo, A., and Wood, M. (1999). “A kinematic hardening constitutive model for sands: The multiaxial formulation.” Int. J. Numer. Analyt. Meth. Geomech., 23, 925–965.
Goddard, J. D. (1990). “Nonlinear elasticity and pressure-dependent wave speeds in granular media.” Proc. R. Soc. London, Ser. A, 430, 105–131.
Guimaraes, M. (2002). “Crushed stone fines and ion removal from clay slurries—Fundamental studies.” Ph.D. thesis, Georgia Institute of Technology, Atlanta.
Hight, D. W., Georgiannou, V. N., Martin, P. L., and Mundegar, A. K. (1998). “Flow slides in micaceous sand.” Problematic soils, E. Yanagisawa, N. Moroto, and T. Mitachi, eds., Sendai, Japan, 945–958.
Hyslip, J. P., and Vallejo, L. E. (1997). “Fractal analysis of the roughness and size distribution of granular materials.” Eng. Geol. (Amsterdam), 48, 231–244.
Ishihara, K. (1993). “The Rankine Lecture: Liquefaction and flow failure during earthquakes.” Geotechnique, 43(3), 351–415.
Jia, X., and Williams, R. A. (2001). “A packing algorithm for particles of arbitrary shapes.” Powder Technol., 120, 175–186.
Knox, D. P., Stokoe, K. H., and Kopperman, S. E. (1982). “Effect of state of stress on velocity of low-amplitude shear waves propagating along principal stress directions in dry sand.” Rep. No. GR82-23, Civil Engineering Dept., Univ. of Texas, Austin, Tex.
Konrad, J. M. (1990). “Minimum undrained strength versus steady-state strength of sands.” J. Geotech. Eng., 116(6), 948–963.
Konrad, J. M. (1997). “In situ sand state from CPT: Evaluation of a unified approach at two CANLEX sites.” Can. Geotech. J., 34(1), 120–130.
Konrad, J. M., and Watts, B. D. (1995). “Undrained shear strength for liquefaction flow failure analysis.” Can. Geotech. J., 32, 783–794.
Krumbein, W. C. (1941). “Measurement and geological significance of shape and roundness of sedimentary particles.” J. Sediment. Petrol., 11(2), 64–72.
Krumbein, W. C., and Sloss, L. L. (1963). Stratigraphy and sedimentation, 2nd Ed., Freeman and Company, San Francisco.
Kuo, C.-Y., Frost, J. D., Lai, J. S., and Wang, L. B. (1996). “Three-dimensional image analysis of aggregate particle from orthogonal projections.” Transp. Res. Rec., Transportation Research Board, Washington, D.C., 1526, 98–103.
Lee, C. J. (1995). “Static shear and liquefaction potential of sand.” Proc., 3rd Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, Vol. 1, 115–118.
Lee, S. H. H., and Stokoe, K. H. (1986). “Investigation of low-amplitude shear wave velocity in anisotropic material.” Rep. No. GR86-06, Civil Engineering Dept., Univ. of Texas, Austin, Tex.
Lupini, J. F., Skinner, A. E., and Vaughan, P. R. (1981). “The drained residual strength of cohesive soils.” Geotechnique, 31(2), 181–213.
Luzzani, L., and Coop, M. R. (2002). “On the relationship between particle breakage and the critical state of sands.” Soils Found., 42(2), 71–82.
Margolis, S. V., and Krinsley, D. H. (1974). “Processes of formation and environmental occurrence of microfeatures on detrital quartz grains.” Am. J. Sci., 274, 449–464.
McCarthy, D. F., and Leonard, R. J. (1963). “Compaction and compression characteristics of micaceous fine sands and silts.” Highw. Res. Rec., 22, 23–37.
McDowell, G. R., and Bolton, M. D. (1998). “On the micromechanics of crushable aggregates.” Geotechnique, 48(5), 667–679.
Meloy, T. P. (1977). “Fast Fourier transforms applied to shape analysis of particle silhouettes to obtain morphological data.” Powder Technol., 17, 27–35.
Miura, K., Maeda, K., Furukawa, M., and Toki, S. (1998). “Mechanical characteristics of sands with different primary properties.” Soils Found., 38, 159–172.
Nakata, Y., Kato, Y., Hyodo, M., Hyde, A. F. L., and Murata, H. (2001). “One-dimensional compression behaviour of uniformly graded sand related to single particle crushing strength.” Soils Found., 41(2), 39–51.
Powers, M. C. (1953). “A new roundness scale for sedimentary particles.” J. Sediment. Petrol., 23(2), 117–119.
Rahaman, M. N. (1995). Ceramic processing and sintering, Dekker, New York.
Riemer, M. F., and Seed, R. B. (1997). “Factors affecting apparent position of steady-state line.” J. Geotech. Geoenviron. Eng., 123(3), 281–288.
Riemer, M. F., Seed, R. B., Nicholson, P. G., and Jong, H. L. (1990). “Steady state testing of loose sands: limiting minimum density.” J. Geotech. Eng., 116(2), 332–337.
Robertson, P. K., Sasitharan, S., Cunning, J. C., and Sego, D. C. (1995). “Shear-wave velocity to evaluate in-situ state of Ottawa sand.” J. Geotech. Eng., 121(3), 262–273.
Roesler, S. K. (1979). “Anisotropic shear modulus due to stress anisotropy.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 105, 871–880.
Roscoe, K. H., Schofield, A. N., and Wroth, C. P. (1958). “On the yielding of soils.” Geotechnique, 8, 22–53.
Rothenburg, L., and Bathurst, R. J. (1989). “Analytical study of induced anisotropy in idealized granular material.” Geotechnique, 49, 601–614.
Santamarina, J. C., and Cascante, G. (1998). “Effect of surface roughness on wave propagation parameters.” Geotechnique, 48(1), 129–137.
Santamarina, J. C., and Cho, G. C. (2001). “Determination of critical state parameters in sandy soils-simple procedure.” Geotech. Test. J., 24(2), 185–192.
Santamarina, J. C., and Cho, G. C. (2004). “Soil behaviour: The role of particle shape.” Advances in geotechnical engineering: The Skempton Conference, R. J. Jardine, D. M. Potts, and K. G. Higgins, eds., Vol. 1, Thomas Telford, London, 604–617.
Santamarina, J. C., Klein, K. A., and Fam, M. A. (2001). Soils and waves—Particulate materials behavior, characterization and process monitoring, Wiley, New York.
Sasitharan, S., Robertson, P. K., Sego, D. C., and Morgenstern, N. R. (1994). “State-boundary surface for very loose sand and its practical implications.” Can. Geotech. J., 31, 321–334.
Schofield, A. N., and Wroth, P. (1968). Critical state soil mechanics, McGraw-Hill, New York.
Shimobe, S., and Moroto, N. (1995). “A new classification chart for sand liquefaction.” Earthquake geotechnical engineering, K. Ishihara, ed., Balkema, Rotterdam, The Netherlands, 315–320.
Sladen, J. A., D’Hollander, R. D., and Krahn, J. (1985). “The liquefaction of sands, a collapse surface approach.” Can. Geotech. J., 22, 564–578.
Sladen, J. A., and Handford, G. (1987). “A potential systematic error in laboratory testing of very loose sand.” Can. Geotech. J., 24, 462–466.
Sukumaran, B., and Ashmawy, A. K. (2001). “Quantitative characterization of the geometry of discrete particles.” Geotechnique, 51(7), 171–179.
Thevanayagam, S., Wang, C. C., and Ravishankar, K. (1996). “Determination of post-liquefaction strength: steady state vs residual strength.” Uncertainty in the geological environment: From Theory to practice, Proc., uncertainty ’96, Schackelford et al., eds., Geotechnical Special Publication No. 58, Vol. 2, 1210–1224.
Thornton, C. (2000). “Numerical simulations of deviatoric shear deformation of granular media.” Geotechnique, 50(1), 43–53.
Toki, S., Tatsuoka, F., Miura, S., Yoshimi, Y., Yasuda, S., and Makihara, Y. (1986). “Cyclic undrained triaxial strength of sand by a cooperative test program.” Soils Found., 26(3), 117–128.
Verdugo, R., Castillo, P., and Briceno, L. (1995). “Initial soil structure and steady-state strength.” Proc., 1st Int. Conf. on Earthquake Geotechnical Engineering, K. Ishihara, ed., Vol. 1, Balkema, Rotterdam, The Netherlands, 209–214.
Wadell, H. (1932). “Volume, shape, and roundness of rock particles.” J. Geol., 40, 443–451.
Wood, D. M. (1990). Soil behavior and critical state soil mechanics, Cambridge University Press, Cambridge, U.K.
Yimsiri, S., and Soga, K. (1999). “Effect of surface roughness on small-strain modulus: micromechanics view.” Proc., 2nd Int. Symp. on Pre-failure Deformation Characteristics of Geomaterials, M. Jamiolkowski et al., eds., Torino, Italy, 597–602.
Youd, T. L. (1973). “Factors controlling maximum and minimum densities of sands.” ASTM Spec. Tech. Publ., 523, 98–112.
Yudhbir, and Abedinzadeh, R. (1991). “Quantification of particle shape and angularity using the image analyzer.” Geotech. Test. J., 14(3), 296–308.
Zhang, H., and Garga, V. K. (1997). “Quasi-steady state: A real behaviour?” Can. Geotech. J., 34, 749–761.
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Received: Sep 9, 2004
Accepted: Sep 29, 2005
Published online: May 1, 2006
Published in print: May 2006
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