Abstract

Particle morphology plays a significant role in influencing engineering behavior of granular materials. Surface texture, roundness, and sphericity represent distinct multiscale measures needed to fully describe particle morphology. Most studies reported in the literature rely on two-dimensional (2D) projected images of particles with a few three-dimensional (3D) images that mostly focused on relatively large-size aggregate samples. In this paper, 3D synchrotron microcomputed tomography (SMT) was used to acquire high-resolution images of glass beads, F-35 Ottawa sand, #1 dry glass sand, GS#40 Columbia sand, Toyoura sand, and Hostun RF sand. New roundness and sphericity indexes are proposed and calculated for the samples based on 3D measurements of surface area, volume, and three orthogonal diameters of particles. In addition, the surface texture of particles were measured using optical interferometry technique. The measurements reported in this paper can serve as a good source for other researchers working on sands to build on these intrinsic particle properties to link engineering behavior of sands to their morphology.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This material is based on work supported by the National Science Foundation under Grant No. CMMI-1266230. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the National Science Foundation. The SMT images presented in this paper were collected using the X-ray Operations and Research Beamline Station 13-BMD at Argonne Photon Source (APS), Argonne National Laboratory. We thank Dr. Mark Rivers of APS for help in performing the SMT scans. We also acknowledge the support of GeoSoilEnviroCARS (Sector 13), which is supported by the National Science Foundation, Earth Sciences (EAR-1128799), and the U.S. Department of Energy (DOE), Geosciences (DE-FG02-94ER14466). Use of the Advanced Photon Source, an Office of Science User Facility operated for the DOE Office of Science by Argonne National Laboratory, was supported by DOE under Contract No. DE-AC02-06CH11357. Surface texture measurements were conducted at the Center for Nanophase Materials Sciences, which is sponsored at Oak Ridge National Laboratory by the Scientific User Facilities Division, Office of Basic Energy Sciences, U.S. Department of Energy.

References

Al-Raoush, R. (2007). “Microstructure characterization of granular materials.” Physica A, A377(2), 545–558.
Al-Rousan, T., Masad, E., Tutumluer, E., and Pan, T. (2006). “Evaluation of image analysis techniques for quantifying aggregate shape characteristics.” Constr. Build. Mater., 21(5), 978–990.
Alshibli, K. A., and Alsaleh, M. (2004). “Characterizing surface roughness and shape of sands using digital microscopy.” J. Comput. Civ. Eng., 36–45.
Alshibli K. A., and Reed A., eds. (2010). Advances in computed tomography for geomaterials: Geox2010, ISTE–Wiley, Hoboken, NJ.
Avizo Fire [Computer software]. Hillsboro, OR, FEI Visualization Sciences Group, SAS.
Bessa, I. S., Castelo Branco, V. T. F., and Soares, J. B. (2012). “Evaluation of different digital image processing software for aggregates and hot mix asphalt characterizations.” Constr. Build. Mater., 37(1), 370–378.
Bloom, M., Russell, M., Kustau, A., Mandayam, S., and Sukumaran, B. (2009). “An X-ray computed tomography technique for the measurement of packing density in granular particles.” Proc., Instrumentation and Measurement Technology Conf. I2MTC ’09, IEEE, Piscataway, NJ, 74–79.
Content, P., and Ville, J. F. (1995). “Surfascan 3D—An industrial 3D surface texture characterization instrument.” Int. J. Mach. Tools Manuf., 35(2),151–156.
Cox, M. R., and Budhu, M. (2008). “A practical approach to grain shape quantification.” Eng. Geol., 96(1–2), 1–16.
Desrues J., Viggiani G., and Besuelle P., eds. (2006). Advances in X-ray tomography for geomaterials, ISTE, London.
Duttine, A., Tatsuoka, F., Kongkitkul, W., and Hirakawa, D. (2008). “Viscous behavior of unbound granular materials in direct shear.” Soils Found., 48(3), 297–318.
Fonseca, J., O’Sullivan, C., Coop, M. R., and Lee, P. D. (2012). “Non-invasive characterization of particle morphology of natural sands.” Soils Found., 52(4), 712–722.
Garboczi, E. J., and Bullard, J. W. (2013). “Contact function, uniform-thickness shell volume, and convexity measure for 3D star-shaped random particles.” Powder Technol., 237(1), 191–201.
Garbout, A., Munkholm, L. J., and Hansen, S. B. (2013). “Temporal dynamics for soil aggregates determined using X-ray CT scanning.” Geoderma, 204–205(1), 15–22.
Grigoriev, A. Y. A., Chizhik, S. A., and Myshkin, N. K. (1998). “Texture classification of engineering surfaces with nanoscale roughness.” Int. J. Mach. Tools Manuf., 38(5–6), 719–724.
Hong, H.-K., Myung, Y.-C., and Choi, J.-S. (1999). “3-D analysis of projective textures using structural approaches.” Pattern Recognit., 32(3), 357–364.
James, P. H., and Vallejo, L. E. (1997). “Fractal analysis of the roughness and size distribution of granular materials.” Eng. Geol., 48(3–4), 231–244.
Kinney, J. H., and Nichols, M. C. (1992). “X-ray tomographic micriscopy (XTM) using synchrotron radiation.” Vol. 22, Annual Review of Materials Science, Danvers, MA, 121.
Komba, J., Anochie-Boateng, J., and van der Merwe Steyn, W. (2013). “Analytical and laser scanning techniques to determine shape properties of aggregates.”, Transportation Research Board, Washington, DC, 60–71.
Kwan, A. K. H., Mora, C. F., and Chan, H. C. (1999). “Particle shape analysis of coarse aggregate using digital image processing.” Cem. Concr. Res., 29(9), 1403–1410.
Lee, Y.-G., Lee, J.-H., and Hsueh, Y.-C. (1998). “Texture classification using fuzzy uncertainty texture spectrum.” Neurocomputing, 20(1–3), 115–122.
MATLAB [Computer software]. Natick, MA, MathWorks.
Masad, E., Olcott, D., White, T., and Tashman, L. (2001). “Correlation of fine aggregate imaging shape indices with asphalt mixture performance.”, Transportation Research Board, Washington, DC, 148–156.
Otani J., and Obara Y., eds. (2004). X-Ray CT for geomaterials: Soils, concrete, rocks, Swets & Zeitlinger B.V., Lisse, Netherlands.
Pettijohn, F. J. (1949). Sedimentary rocks, Harpers and Brothers, New York.
Powers, M. C. (1953). “A new roundness scale for sedimentary particles.” J. Sediment. Petrol., 23(2), 117–119.
Powers, M. C. (1982). “Comparison charts for estimating roundness and sphericity.” AGI Data Sheets, American Geological Institute, Alexandria, VA.
Russel, R. D., and Taylor, R. E. (1937). “Roundness and shape of Mississippi river sands.” J. Geol., 45(3), 225–267.
Smith, M. L. (1999). “The analysis of surface texture using Photometric stereo acquisition and gradient space domain mapping.” Image Vision Comput., 17(14), 1009–1019.
Sukumaran, B., and Ashmawy, A. K. (2001). “Quantitative characterisation of the geometry of discrete particles.” Géotechnique, 51(7), 619–627.
Sun, W., Wang, L., and Tutumluer, E. (2012). “Image analysis technique for aggregate morphology analysis with two-dimensional Fourier transform method.”, Transportation Research Board, Washington, DC, 3–13.
Wadell, H. (1932). “Volume shape and roundness of rock particles.” J. Geol., 40(5), 443–451.
Wang, L. B., Wang, X., Mohammad, L., and Abadie, C. (2005). “Unified method to quantify aggregate shape angularity and texture using Fourier analysis.” J. Mater. Civ. Eng., 498–504.
Zavala, J. M. R. (2012). “Particle shape quantities and influence on geotechnical properties—A review.” Ph.D. thesis, Luleå Univ. of Technology, Luleå, Sweden.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 10October 2015

History

Received: May 14, 2014
Accepted: Nov 14, 2014
Published online: Dec 31, 2014
Discussion open until: May 31, 2015
Published in print: Oct 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Khalid A. Alshibli, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, 325 John Tickle Building, Univ. of Tennessee, Knoxville, TN 37996 (corresponding author). E-mail: [email protected]
Andrew M. Druckrey, A.M.ASCE [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, 325 John Tickle Building, Univ. of Tennessee, Knoxville, TN 37996. E-mail: [email protected]
Riyadh I. Al-Raoush [email protected]
Associate Professor, Dept. of Civil and Architectural Engineering, Qatar Univ., Qatar. E-mail: [email protected]
Taylor Weiskittel [email protected]
Undergraduate Student, Dept. of Chemical and Biomolecular Engineering, Univ. of Tennessee, Knoxville, TN 37996. E-mail: [email protected]
Nickolay V. Lavrik [email protected]
Staff Scientist, CNMS Nanofabrication Research Lab, Oak Ridge National Laboratory, Bldg. 8610, M-G68, MS 6487, Oak Ridge, TN 37831. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share