Soil behaviour: The role of particle shape

Advances in Geotechnical Engineering: The Skempton Conference - Proceedings of a Three Day Conference on Advances in Geotechnical Engineering, organised by the Institution of Civil Engineers

Volumn , Issue , 2004, Pages 604-617

  Santamarina, J C ^a   Cho, G C ^b  

^a GEORGIA INSTITUTE OF TECHNOLOGY   (United States)

^b Korea Advanced Institute of Science and Technology (KAIST)   (South Korea)

Author keywords

[No Author keywords available]

Indexed keywords

CHARACTERIZATION; GEOTECHNICAL ENGINEERING; GRANULAR MATERIALS; PARTICLE SIZE ANALYSIS;

FINE-GRAINED SOILS; PARTICLE SHAPE; SHAPE CHARACTERIZATION; SOIL PROPERTIES;

SOILS;

EID: 23844501877     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (65)

1. Aloufi, M. and Santamarina, J.C. (1995), Low and High Strain Mechanical Properties of Grain Masses - The Effect of Particle Eccentricity, Trans. ASAE, vol. 38, pp. 877-887.
2. Ashmawy, A.K., Sukumaran, B., and Vinh Hoang, V. (2003). Evaluating the influence of particke shape on liquefaction behaviour using discrete element modelling, PCW-05.
3. Barrett, P.J. (1980), The shape of rock particles, a critical review, Sedimentology, vol. 27, pp. 291-303.
4. Baxter, G.W., Behringer, R.P., Fagert, T. and Johnson, G.A. (1989), Physical Review Letters, vol. 62, pp. 2825-2828.
5. Bolton, M. D. (1986), The strength and dilatancy of sands, Géotechnique, vol. 36, pp. 65-78.
6. Bowman, E.T., Soga, K., and Drummnond, W. (2001), Particle shape characterization using Fourier descriptor analysis, Géotechnique, vol. 51, No. 6, pp. 545-554.
7. Chan, L.C.Y. and Page, N.W. (1997), Particle fractal and load effects on internal friction in powders, Powder Technology, vol. 90, pp. 259-266.
8. Chen, J.S., Cushman, J.H., and Low, P.F. (1990), Rheological behavior of Namontmorillonite suspensions, Clays and Clay Minerals, vol. 38, pp. 57-62.
9. Cho, G.C. (2001), Partially Saturated Particulate Materials and Post Liquefaction Shear Strength, Georgia Institute of Technology, Atlanta, 288 pages.
10. Clark, N.N., (1987), A new scheme for particle shape characterization based on fractal harmonics and fractal dimensions, Powder Technology, vol. 51, pp. 243-249.
11. Cleary, P.W. and Sawley M. L. (2002). DEM modelling of industrial granular fows: 3D case studies and the effect of particle shape on hopper discharge, Applied Mathematical Modelling vol. 26, pp. 89-111.
12. Cubrinovski, M. and Ishihara, K. (2002), Maximum and minimum void ratio characteristics of sands, Soils and Foundation, vol. 42, No. 6, pp. 65-78.
13. Dodds, J.S. (2003), Crushed stone - Shape effects, MSc Thesis, Georgia Institute of Technology, Atlanta, 175 pages.
14. Endo, Y., Chen, D.-R., and Pui, D.Y.H. (2001), Air and water permeation resistance across dust cakes on filters, Powder Technology, vol. 118, pp. 24-31.
15. Flemmer, R.L.C., Pickett, J. and Clark, N.N. (1993), An experimental study on the effect of particle shape on fluidization behaviour, Powder Technology, vol. 77, pp. 123-133.
16. Folk, R.L. (1955), Student operator error in determination of roundness, sphericity, and grain size, Journal of Sedimentary Petrology, vol. 25, No. 4, pp. 297-301.
17. Fraser, H.J. (1935), Experimental study of the porosity and permeability of clastic sediments, Journal of Geology, vol. 13, No. 8, Part 1, pp. 910-1010.
18. Furuuchi, M. and Gotoh, K. (1992), Shape separation of particles, Powder Tech., pp. 1-9.
19. Gilboy, G. (1928), The compressibility of sand-mica mixtures, Proc. American Society of Civil Engineering, vol. 54, pp. 555-568.
20. Guimaraes, M. (2002), Crushed stone fines and ion removal from clay slurries - fundamental studies, PhD thesis, Georgia Institute of Technology, Atlanta, 238 pages.
21. Hall, C.D. and Harrisberger, W.H. (1970), Stability of Sand Arches: A Key to Sand Control, SPE Society of Petroleum Engineers Journal, Vol. 21, No. 2, pp. 236-248.
22. Holubec I. and D'Appolonia E. (1973), Effect of particle shape on the engineering properties of granular soils, ASTM STP 523, pp. 304-318.
23. Hyslip, J.P. and Vallejo, L.E. (1997), Fractal analysis of the roughness and size distribution of granular materials, Engineering Geology, vol. 48, pp. 231-244.
24. Khosropour, R., Valachovic, E. and Lincoln, B. (2000). Flow and pattern formation in a binary mixture of rotating granular materials, Physical Review E, vol. 62, pp. 807-812.
25. Krumbein, W.C. (1941), Measurement and geological significance of shape and roundness of sedimentary particles, Journal of Sedimentary Petrology, vol. 11, No. 2, pp. 64-72.
26. Krumbein, W.C. and Sloss, L.L. (1963), Stratigraphy and Sedimentation, Second Edition, W.H. Freeman and Company, San Francisco, p. 660.
27. Kuenen, P.H. (1960). Experimental abrasion 4: eolian action. J.Geology, vol. 68, pp. 427-449.
28. th ICSMFE, vol. 2, Tokyo, pp. 421-494.
29. Li, D.Y. and Chen, L.Q, (1999), Shape evolution and splitting of coherent particles under applied stresses, Acta Metallurgica, vol. 47, pp. 247-257.
30. Lupini, J. F., Skinner, A. E. and Vaughan, P. R. (1981), The drained residual strength of cohesive soils, Géotechnique, vol. 31, pp. 181-213.
31. McCarthy, D.F. and Leonards, R.J. (1963), Compaction and compression characteristics of micaceous fine sands and silts, Highway Research Record, vol. 22, pp. 22-27.
32. Margolis, S.V. and Krinsley, D.H. (1974), Processes of formation and environmental occurrence of microfeatures on detrital quartz grains, Am. J. Se., vol. 274, pp. 449-464.
33. th ICSMFE, San Francisco, vol. 2, pp 579-582.
34. Meloy, T.P. (1977), Fast Fourier transforms applied to shape analysis of particle silhouettes to obtain morphological data, Powder Technology, vol. 17, pp. 27-35.
35. Miura, K., Maeda K., Furukawa, M., Toki, S. (1998) Mechanical characteristics of sands with different primary properties, Soils and Foundations, vol. 38, pp. 159-172.
36. Nabarro, F.R.N. (1940), The strains produced by precipitation in alloys, Proc. Royal Soc. of London, vol. 175, no. 963, pp. 519-538.
37. Noh, D.S., Koh, Y., and Kang I.S. (1998), Numerical solutions for shape evolution of a particle growing in axisymmetric flows of supersaturated solution, J. Crystal Growth, vol. 183, pp. 427 440.
38. Oda, M., Nemat-Nasser, S. and Konishi, J. (1985), Stress-induced anisotropy in granular masses, Soils and Foundation, vol. 25, pp. 85-97.
39. Powers, M.C. (1953), A new roundness scale for sedimentary particles, Journal of Sedimentary Petrology, vol. 23, No. 2, pp. 117-119.
40. Pusch, R. (1970), Microstructural changes in soft quick clay at failure, Canadian Geotechnical Journal, vol. 7, p. 1-7.
41. Rahaman, M.N. (1995), Ceramic Processing and Sintering, Dekker Inc., NY, 770 pages.
42. Rand, B., Pekenc, E., Goodwin, J.W., and Smith, R.W. (1980), Investigation into the existence of edge-face coagulated structures in Na-montmorillonite suspensions, Journal of the Chemical Society, Faraday Transaction I, vol. 76, pp. 225-235.
43. Rothenburg, L. (1993), Effects of particle shape and creep in contacts on micromechanical behavior of simulated sintered granular media, Mechanics of Granular Materials and Powder Systems, vol. 37, pp. 133-142.
44. Rothenburg, L. and Bathurst, R. J. (1989), Analytical study of induced anisotropy in idealized granular material, Géotechnique, vol. 49, pp. 601-614.
45. Rothenburg, L. and Bathurst, R.J. (1992), Micromechanical features of granular assemblies with planar elliptical particles, Géotechnique, vol. 42, pp. 79-95.
46. Santamarina, J.C. and Cascante, G. (1998), Effect of Surface Roughness on Wave Propagation Parameters, Geotechnique, vol. 48, no. 1, pp. 129-137.
47. Santamarina, J.C., Klein, K. and Fam, M. (2001). Soils and Waves, J. Wiley and Sons, Chichester, UK, 488 pages.
48. Santamarina, J.C. and Cho, G.C. (2003), The Omnipresence of Localization in Geomaterials, Deformation Characteristics of Geomaterials, Lyon.
49. Shimobe, S., and Moroto, N. (1995), A new classification chart for sand liquefaction, Earthquake Geotechnical Engineering, K. Ishihara (ed.), Balkema, pp. 315-320.
50. Skempton, A.W. (1964), Long-term stability of clay slopes, Géotechnique, pp. 77-102.
51. Skempton, A. W. (1985), Residual strength of clays in landslides, folded strata and the laboratory, Géotechnique, vol. 35, pp. 3-18.
52. Smalley, I.J. (1966), Formation of quartz sand, Nature 211, pp. 173-174.
53. Sture, S., Costes, N. C., Batiste, S. N., Lankton, M. R., AlShibli, K. A., Jeremic, B., Swanson, R. A. and Frank, M. (1998), Mechanics of granular materials at low effective stresses, ASCE Journal of Aerospace Engineering, vol. 11, pp. 67-72.
54. Taylor, D. W. (1948), Fundamentals of Soil Mechanics, Wiley, New York, 699 pages.
55. Thornton, C. (2000), Numerical Simulations of Deviatoric Shear Deformation of Granular Media, Geotechnique, vol. 50, pp. 43-53.
56. Vaid, Y.P. and Sivathayalan, S. (1996), Static and Cyclic Liquefaction Potential of Fraser Delta Sand in Simple Shear and Triaxial Tests, Canadian Geotech J., vol. 33, pp. 281-289.
57. Wadel, H. (1932), Volume, shape, and roundness of rock particles, Journal of Geology, vol. 40, pp. 443-451.
58. Whiteman, A. and Ridway, K. (1988). A comparison between two methods of shape-sorting particles. Powder Technology, vol. 56, pp. 83-94.
59. Witt, K.-J., and Brauns, J. (1983), Permeability-anisotropy due to particle shape, Journal of Geotechnical Engineering, vol. 109, No.9, pp. 1181-1187.
60. Xie, H.-Y. and Zhang, D.-W. (2001), Stokes shape factor and its application in the measurement of spherity of non-spherical particles, Powder Tech., vol. 114, pp. 102-105.
61. Yimsiri, S., Soga, K. (1999), Effect of surface roughness oń small-strain modulus: micromechanics view. Pre-failure Deformation Characteristics of Geomaterials: Proceedings, 2nd International Symposium, Torino, Italy; Edited by M. Jamiolkowski, R. Lancellotta, D. Lo Presti, 597-602.
62. Yoshimine, M., Robertson, P.K. and Wride, C.E. (1999), Undrained Shear Strength of Clean Sands to Trigger Flow Liquefaction, Canadian Geotechnical J., vol. 36, pp. 891-906.
63. Youd, T.L. (1973), Factors controlling maximum and minimum densities of sands, Evaluation of Relative Density and Its Role in Geotechnical Projects Involving Cohesionless Soils, ASTM STP 523, pp.98-112.
64. Zdravkovic, L. and Jardine, R.J. (1997), Some Anisotropic Stiffness Characteristics of a Silt Under General Stress Conditions, Géotechnique, vol. 47, no. 3, pp. 407-437.
65. Zik, O., Levine, D., Lipson, S.G., Shtrikman, S. and Stavans, J. (1994), Rotationally induced segretation of granular materials, Physical Review letters, vol. 73, pp. 644-647.