IJG  Vol.4 No.10 A , December 2013
Advanced Statistical Analysis for Relationships between Particle Morphology (Size and Shape) and Shear (Static and Dynamic) Characteristics of Sands
Abstract: Morphology properties of naturally occurring sandy soil deposits are a consequence of the past geological transport history which gives rise to their different shape and size distributions. Five sand samples with different particle size and shape distributions were analysed statistically. Cluster analysis, performance indicators and probability distributions were used to find a representative shape parameter value. Static and dynamic tests were also contemporarily done to study the shear characteristics of the samples. Dimensionless relationships of the critical shear stress (τcr) normalised with respect to the normal stress (σN) against the representative values are presented. Dynamic testing on the samples showed that the modulus reduction curve (G/Gmax) and damping ratio (D) were also dependent on the morphology characteristics of the sand samples.
Cite this paper: Wijeyesekera, D. , Siang, A. and Yahaya, A. (2013) Advanced Statistical Analysis for Relationships between Particle Morphology (Size and Shape) and Shear (Static and Dynamic) Characteristics of Sands. International Journal of Geosciences, 4, 27-36. doi: 10.4236/ijg.2013.410A004.

[1]   A. J. M. S. Lim, “The Influence of Particle Morphology and Structure on the Static and Dynamic Characteristics of Sand,” Ph.D. Manuscript (in preparation), 2013, University Tun Hussien Onn Malaysia.

[2]   A.C. McLean and C. D. Gribble, “Geology for Civil Engineers,” E & FN Spon, an imprint of Chapman & Hall, London, 1979, p. 45.

[3]   I. Cavarretta, “The Influence of Particle Characteristics on the Engineering Behaviour of Granular Materials,” Ph.D. Dissertation, Imperial College London, London, 2009.

[4]   A. B. Goktepe and A. Sezer, “Effect of Particle Shape on Density and Permeability of Sands,” Proceedings of the Institution of Civil Engineers, Geotechnical Engineering, No. GE6, 2010, pp. 307-320.

[5]   G. C. Cho, J. Dodds and J. C. Santamarina, “Particle Shape Effects on Packing Density, Stiffness and Strength: Natural and Crushed Sands,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132, No. 5, 2006, pp. 591-602.

[6]   P. Gou and X. Su, “Shear Strength, Interparticle Locking and Dilatancy of Granular Materials,” Canadian Geotechnical Journal, Vol. 44, 2006, pp. 570-591.

[7]   A. Tsomokos and V. N. Georgiannou, “Effect of Grain Shape and Angularity on the Undrained Response of Fine Sands,” Canadian Geotechnical Journal, Vol. 47, No. 5, 2009.

[8]   M. Singh and A. R. Chaudri, “Size analysis of the Late Pliocene-Early Pleistocene Upper Siwalak Sediments, Northwestern Himalaya, India,” International Journal of Geoscience, Vol. 4, No. 8, 2013, pp. 1120-1130.

[9]   A. K. Alshibi and M. I. Alsaleh, “Characterizing Surface Roughness and Shape of Sands using Digital Microscopy,” Journal of Computing in Civil Engineering, Vol. 18, No. 1, 2004, pp. 36-45.

[10]   M. R. Brooke, “The Influence of Grain Shape on Dilatancy,” Ph.D. Thesis, The University of Arizona, 2008.

[11]   O. A. Abbas, “Comparisons Between Data Clustering Algorithms,” The International Arab Journal of Information Technology, Vol. 5, No. 3, 2008, pp. 320-325.

[12]   M. Evans, N. Hasting and B. Peacock, “Statistical Distributions,” 3th Edition, Wiley, New York, 2000.

[13]   N. T. Kottegoda and R. Rosso, “Statistic, Probability for Civil and Environmental Engineers,” McGraw-Hill, Singapore, 1998.

[14]   J. A. Rice, “Mathematical Statistics and Data Analysis, Third Addition,” Cengage Learning, Belmont, Brooks/ Cole, 2007.

[15]   D. H. Sanders, “Statistics, A First Course,” 5th Edition, Mcgraw-Hill, Inc., Fort Worth, 1995.

[16]   S. L. Kramer, “Geotechnical Earthquake Engineering,” Prentice Hall, Upper Saddle River, 1996.

[17]   M. T. Yilmaz, O. Pekcan and B. S. Bakir, “Undrained Cyclic Shear and Deformation Behaviour of Silt-Clay Mixtures of Adapazari, Turkey,” Soil Dynamic and Earthquake Engineering, Vol. 24, No. 7, 2004, pp. 497-507.

[18]   R. S. Ladd, “Preparing Test Specimen using Undercompaction,” Geotechnical Testing Journal, Vol. 1, No. 1, 1978, pp. 16-23.

[19]   M. Vucetic and R. Dobry, “Effect of Soil Plasticity in Cyclic Response,” ASCE Journal of Geotechnical Engineering, Vol. 117, No. 1, 1991, pp. 89-107.

[20]   D. V. Okur and A. Ansal, “Stress-Strain Characteristics of Fine Grained Soils under Cyclic Loading,” Cyclic Behaviour of Soils and Liquefaction Phenomena, Proceedings of the International Conference, Bochum, 31 March-2 April 2004, pp. 179-186.