Granulometry of Two Marine Calcareous Sands
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 3
Abstract
The morphology of two types of complex calcareous sand was investigated in this study. The materials were selected owing to their different geologic and biologic origins. Ledge Point is a bioclastic coastal sand, while Browse #1 is a hemipelagic sand. These two sands fall outside the range of common data sets used to correlate mechanical properties to particle shape parameters. Morphologic analysis of these calcareous sediments can aid with understanding the engineering behavior of calcareous soils. Moreover, sediments source tracing information could also be inferred from particle shape analysis. Two-dimensional Dynamic Image Analysis (DIA) was employed to capture five million and eight million particle images of each sand, respectively. A number of size parameters including diameter of equivalent projected circle (EQPC), Feret minimum, and Feret maximum diameter were efficiently obtained for each captured image using DIA, and used to investigate particle size distribution of these sediments. In addition, samples of over 800,000 particles were used to assess statistical distributions of various particle shape parameters including Aspect Ratio, Convexity, Sphericity, and Roundness-DIA (by volume). A Johnson family of distributions was found to provide a better fit to particle shape parameter distributions than the normal distribution for both sands. It is also shown that the Sphericity and Aspect Ratio are size independent, while Convexity and Roundness-DIA are correlated with particle size. Convexity is likely correlated with Sphericity for both calcareous sediments owing to their biogenic origin. Correlations of Roundness-DIA, Sphericity, Convexity, and Aspect Ratio and particle size are also observed but need more analysis.
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Data Availability Statement
Particle images employed in this study are available from the corresponding author upon reasonable request.
Acknowledgments
The authors thank the CSIRO Marine National Facility (MNF) for the support personnel, scientific equipment, and samples collected by the RV Investigator on Voyage IN2017_T01. All samples acquired on the voyage are made publicly available in accordance with MNF policy. Contact: [email protected].
References
Afshar, T., M. M. Disfani, G. A. Narsilio, and A. Arulrajah. 2018. “Post-breakage changes in particle properties using synchrotron tomography.” Powder Technol. 325 (Feb): 530–544. https://doi.org/10.1016/j.powtec.2017.11.039.
Al-Douri, R. H., and H. G. Poulos. 1995. “Predicted and observed cyclic performance of piles in calcareous sand.” J. Geotech. Eng. 121 (1): 1–16. https://doi.org/10.1061/(ASCE)0733-9410(1995)121:1(1).
Alshibli, K. A., A. M. Druckrey, R. I. Al-Raoush, T. Weiskittel, and N. V. Lavrik. 2015. “Quantifying morphology of sands using 3D imaging.” J. Mater. Civ. Eng. 27 (10): 04014275. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001246.
Altuhafi, F., C. O’Sullivan, and I. Cavarretta. 2013. “Analysis of an image-based method to quantify the size and shape of sand particles.” J. Geotech. Geoenviron. Eng. 139 (8): 1290–1307. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000855.
Altuhafi, F. N., M. R. Coop, and V. N. Georgiannou. 2016. “Effect of particle shape on the mechanical behavior of natural sands.” J. Geotech. Geoenviron. Eng. 142 (12): 04016071. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001569.
ASTM. 2016. Standard practice for characterization of particles. ASTM F1877. West Conshohocken, PA: ASTM.
ASTM. 2017a. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487. West Conshohocken, PA: ASTM.
ASTM. 2017b. Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. ASTM D6913/D6913M. West Conshohocken, PA: ASTM.
Bareither, C. A., T. B. Edil, C. H. Benson, and D. M. Mickelson. 2008. “Geological and physical factors affecting the friction angle of compacted sands.” J. Geotech. Geoenviron. Eng. 134 (10): 1476–1489. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:10(1476).
Barker, H., A. Bowie, K. Walters, R. D. Beemer, V. Stavropoulos, B. Arthur, D. Steinberg, and M. Wreck. 2017. Voyage summary: IN2017_T01. Hobart, Australia: Commonwealth Scientific and Industrial Research Organisation.
Barrett, P. J. 1980. “The shape of rock particles, a critical review.” Sedimentology 27 (3): 291–303. https://doi.org/10.1111/j.1365-3091.1980.tb01179.x.
Beemer, R. D., A. Bandini-Maeder, J. Shaw, and M. J. Cassidy. 2019a. “Volumetric particle size distribution and variable granular density soils.” Geotech. Test. J. 43 (2): 517–533. https://doi.org/10.1520/GTJ20180286.
Beemer, R. D., A. N. Bandini-Maeder, J. Shaw, U. Lebrec, and M. J. Cassidy. 2018. “The granular structure of two marine carbonate sediments.” In Proc., ASME 2018 37th Int. Conf. on Ocean, Offshore and Arctic Engineering. New York: ASME Digital Collection.
Beemer, R. D., A. Sadekov, U. Lebrec, J. Shaw, A. N. Bandini-Maeder, and M. J. Cassidy. 2019b. “Impact of biology on particle crushing in offshore calcareous sediments.” In Proc., GeoCongress 2019. Reston, VA: ASCE. https://doi.org/10.1061/9780784482124.065.
Blott, S. J., and K. Pye. 2008. “Particle shape: A review and new methods of characterization and classification.” Sedimentology 55 (1): 31–63. https://doi.org/10.1111/j.1365-3091.2007.00892.x.
Cho, G. C., J. Dodds, and J. C. Santamarina. 2006. “Particle shape effects on packing density, stiffness, and strength: Natural and crushed sands.” J. Geotech. Geoenviron. Eng. 132 (5): 591–602. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:5(591).
Datta, M., S. K. Gulhati, and G. V. Rao. 1982. “Engineering behavior of carbonate soils of India and some observations on classification of such soils.” In Geotechnical properties, behavior, and performance of calcareous soils. West Conshohocken, PA: ASTM.
Demars, K. R. 1982. “Unique engineering properties and compression behavior of deep-sea calcareous sediments.” In Geotechnical properties, behavior, and performance of calcareous soils. West Conshohocken, PA: ASTM.
Dutt, R., and W. Ingram. 1990. “Discussion of ‘classification of marine sediments’ by Iraj Noorany.” J. Geotech. Eng. 116 (8): 1288–1289. https://doi.org/10.1061/(ASCE)0733-9410(1990)116:8(1288).
Fonseca, J., C. O’Sullivan, M. R. Coop, and P. D. Lee. 2012. “Non-invasive characterization of particle morphology of natural sands.” Soils Found. 52 (4): 712–722. https://doi.org/10.1016/j.sandf.2012.07.011.
Hanaor, D. A. H., Y. Gan, M. Revay, D. W. Airey, and I. Einav. 2016. “3D printable geomaterials.” Géotechnique 66 (4): 323–332. https://doi.org/10.1680/jgeot.15.P.034.
ISO (International Organization for Standardization). 2008. Representation of results of particle size analysis—Part 6: Descriptive and quantitative representation of particle shape and morphology. ISO 9276-6. Geneva: ISO.
ISO (International Organization for Standardization). 2009. Particle size analysis—Laser diffraction methods. ISO 13320. Geneva: ISO.
Johnson, N. L. 1949. “Systems of frequency curves generated by methods of translation.” Biometrika 36 (1–2): 149–176. https://doi.org/10.2307/2332539.
Jones, D. L. 2014. Johnson curve toolbox for MATLAB: Analysis of non-normal data using the Johnson family of distributions. St. Petersburg, FL: College of Marine Science, Univ. of South Florida.
Kappraff, J. 1986. “The geometry of coastlines: A study in fractals.” Comput. Math. Appl. 12 (3–4): 655–671. https://doi.org/10.1016/0898-1221(86)90417-7.
Kong, D., and J. Fonseca. 2018. “Quantification of the morphology of shelly carbonate sands using 3D images.” Géotechnique 68 (3): 249–261. https://doi.org/10.1680/jgeot.16.P.278.
Krumbein, W. C., and L. L. Sloss. 1963. Stratigraphy and sedimentation (No. QE571 K7 1963). New York: Freeman.
Kuo, C. Y., and R. B. Freeman. 2000. “Imaging indices for quantification of shape, angularity, and surface texture of aggregates.” Transp. Res. Rec. 1721 (1): 57–65. https://doi.org/10.3141/1721-07.
Li, L., and M. Iskander. 2020. “Evaluation of dynamic image analysis for characterizing granular soils.” Geotech. Test. J. 43 (5): 1149–1173. https://doi.org/10.1520/GTJ20190137.
Machairas, N., L. Li, and M. Iskander. 2020. “Application of dynamic image analysis to sand particle classification.” In Proc., GeoCongress 2020. Reston, VA: ASCE.
Maroof, M. A., A. Mahboubi, A. Noorzad, and Y. Safi. 2020. “A new approach to particle shape classification of granular materials.” Transp. Geotech. 22 (Mar): 100296. https://doi.org/10.1016/j.trgeo.2019.100296.
Mora, C. F., and A. K. H. Kwan. 2000. “Sphericity, shape factor, and convexity measurement of coarse aggregate for concrete using digital image processing.” Cem. Concr. Res. 30 (3): 351–358. https://doi.org/10.1016/S0008-8846(99)00259-8.
Murff, J. D. 1987. “Pile capacity in calcareous sands: State if the art.” J. Geotech. Eng. 113 (5): 490–507. https://doi.org/10.1061/(ASCE)0733-9410(1987)113:5(490).
Nie, J. Y., D. Q. Li, Z. J. Cao, B. Zhou, and A. J. Zhang. 2020. “Probabilistic characterization and simulation of realistic particle shape based on sphere harmonic representation and Nataf transformation.” Powder Technol. 360 (Jan): 209–220. https://doi.org/10.1016/j.powtec.2019.10.007.
Phoon, K. K., and J. Ching. 2014. “Constructing multivariate distributions for soil parameters.” In Risk and reliability in geotechnical engineering, 3–74. Boca Raton, FL: CRC Press.
Rorato, R., M. Arroyo, E. Andò, and A. Gens. 2019. “Sphericity measures of sand grains.” Eng. Geol. 254 (May): 43–53. https://doi.org/10.1016/j.enggeo.2019.04.006.
Rousé, P. C., R. J. Fannin, and D. A. Shuttle. 2008. “Influence of roundness on the void ratio and strength of uniform sand.” Géotechnique 58 (3): 227–231. https://doi.org/10.1680/geot.2008.58.3.227.
Semple, R. M. 1988. “The mechanical properties of carbonate soils.” In Proc., Int. Conf. on Calcareous Sediments, 807–836. Perth, Australia: Institution of Engineers, Australia and the International Society for Soil Mechanics and Foundation Engineering.
Sharma, S. S. 2004. “Characterisation of cyclic behaviour of calcite cemented calcareous soils.” Ph.D. thesis, School of Civil and Resource Engineering, Univ. of Western Australia.
Shin, H., and J. C. Santamarina. 2013. “Role of particle angularity on the mechanical behavior of granular mixtures.” J. Geotech. Geoenviron. Eng. 139 (2): 353–355. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000768.
Sun, Q., J. Zheng, M. R. Coop, and F. N. Altuhafi. 2019a. “Minimum image quality for reliable optical characterizations of soil particle shapes.” Comput. Geotech. 114 (Oct): 103110. https://doi.org/10.1016/j.compgeo.2019.103110.
Sun, Q., Y. Zheng, B. Li, J. Zheng, and Z. Wang. 2019b. “Three-dimensional particle size and shape characterisation using structural light.” Géotech. Lett. 9 (1): 72–78. https://doi.org/10.1680/jgele.18.00207.
Sun, Y., Z. Cai, and J. Fu. 2019c. “Particle morphomics by high-throughput dynamic image analysis.” Sci. Rep. 9 (1): 1–11. https://doi.org/10.1038/s41598-019-46062-6.
Valent, P. J., A. G. Altschaeffl, and H. J. Lee. 1982. “Geotechnical properties of two calcareous oozes.” In Geotechnical properties, behavior, and performance of calcareous soils. West Conshohocken, PA: ASTM.
Wadell, H. 1932. “Volume, shape, and roundness of rock particles.” J. Geol. 40 (5): 443–451. https://doi.org/10.1086/623964.
Wei, D., J. Wang, J. Nie, and B. Zhou. 2018. “Generation of realistic sand particles with fractal nature using an improved spherical harmonic analysis.” Comput. Geotech. 104 (Dec): 1–12. https://doi.org/10.1016/j.compgeo.2018.08.002.
White, D. J. 2003. “PSD measurement using the single particle optical sizing (SPOS) method.” Géotechnique 53 (3): 317–326. https://doi.org/10.1680/geot.2003.53.3.317.
Zheng, J., and R. D. Hryciw. 2015. “Traditional soil particle sphericity, roundness and surface roughness by computational geometry.” Géotechnique 65 (6): 494–506. https://doi.org/10.1680/geot.14.P.192.
Zheng, J., and R. D. Hryciw. 2016a. “Index void ratios of sands from their intrinsic properties.” J. Geotech. Geoenviron. Eng. 142 (12): 06016019. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001575.
Zheng, J., and R. D. Hryciw. 2016b. “Roundness and sphericity of soil particles in assemblies by computational geometry.” J. Comput. Civ. Eng. 30 (6): 04016021. https://doi.org/10.1061/(ASCE)CP.1943-5487.0000578.
Zheng, J., and R. D. Hryciw. 2017. “Soil particle size and shape distributions by stereophotography and image analysis.” Geotech. Test. J. 40 (2): 317–328. https://doi.org/10.1520/GTJ20160165.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 147 • Issue 3 • March 2021
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© 2020 American Society of Civil Engineers.
History
Received: Mar 13, 2020
Accepted: Aug 13, 2020
Published online: Dec 17, 2020
Published in print: Mar 1, 2021
Discussion open until: May 17, 2021
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