ABSTRACT

This study investigates the mechanical behavior of biogenic carbonate sands from Puerto Rico at grain-scale level. Micro-computed tomography has also been used to get insights on the internal structure of these particles before and after loading. The crushing strength of these particles are smaller comparing to the values reported for silica sands. It has also been shown that these particles have complex internal structure including a network of pores connected with channels. This study also demonstrates the effect of intragrain structure of biogenic carbonate sands and shows how internal grain structure plays a role on particle fracture.

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REFERENCES

Airey, D. W., Randolph, M. F., and Hyden, A. M. (1988). “The Strength and Stiffness of Two Calcareous Sands.” Proc. of the Int. Conf. on Calcareous Sediments, Perth, vol. 1, no. 2pp. 43–50.
Beemer, R. D., Bandini-Maeder, A., Shaw, J., and Cassidy, M. J. (2019a). “Volumetric Particle size Distribution and Variable Granular Density Soils.” Geotechnical Testing Journal, 43(2), 517–533.
Beemer, R. D., Li, L., and Leonti, A. (2022). “Comparison of 2D Optical Imaging and 3D Microtomography Shape Measurements of a Coastal Bioclastic Calcareous Sand.” Journal of Imaging, 8(3), 72.
Beemer, R. D., Sadekov, A., and Lebrec, U. (2019b). “Impact of Biology on Particle Crushing in Offshore Calcareous Sediments.” Geo-Congress 2019: Geotechnical Materials, Modeling, and Testing, American Society of Civil Engineers Reston, VA, vol. 1341, no. 2016pp. 640–650.
Bolton, M. D., and McDowell, G. R. (1997). “Clastic Mechanics.” IUTAM Symposium on Mechanics of Granular and Porous Materials, Springer, Dordrecht, pp. 35–46.
Brandes, H. G. (2011). “Simple Shear Behavior of Calcareous and Quartz Sands.” Geotechnical and Geological Engineering, 29(1), 113–126.
Cil, M. B., and Alshibli, K. A. (2012). “3D Assessment of Fracture of Sand Particles using Discrete Element Method.” Geotechnique Letters, 2(7–9), 161–166.
Coop, M. R. (1988). “Particle Crushing of Carbonate Sands.” Proceeding of the 15th Australian Conference on the Mechanics of Structures and Materials, Perth, vol. 2pp. 875–876.
Coop, M. R. (1990). “The Mechanics of Uncemented Carbonate Sands.” Geotechnique, 40(4), 607–626.
Druckrey, A. M., and Alshibli, K. A. (2016). “3D Finite Element Modeling of Sand Particle Fracture Based on In situ X‐Ray Synchrotron Imaging.” International Journal for Numerical and Analytical Methods in Geomechanics, 40(1), 105–116.
Fookes, P. G. (1988). “The Geology of Carbonate Soils and Rocks and their Engineering Characterisation and Description.” International Conference on Calcareous Sediments, pp. 787–806.
Golightly, C. R., and Hyde, A. F. L. (1988). “Some Fundamental Properties of Carbonate Sands, Engineering for Calcareous Sediments.” Proc. Int. Conf. on Calcareous Sediments, 1988, Perth, vol. 1, no. 2pp. 69–78.
Hassanlourad, M., Salehzadeh, H., and Shahnazari, H. (2008). “Dilation and Particle Breakage Effects on the Shear Strength of Calcareous Sands based on Energy Aspects.” International Journal of Civil Engineering, 6(2), 108–119.
He, Y., Cai, G., Gao, L., and He, H. (2022). “Effect of Particle Size and Constraint Conditions on Single Particle Strength of Carbonate Sand.” Sensors, 22(3), 1–17.
Hiramatsu, Y., and Oka, Y. (1966). “Determination of the Tensile Strength of Rock by a Compression Test of an Irregular Test Piece.” International Journal of Rock Mechanics and Mining Sciences and, 3(2), 89–90.
Hyodo, M., Aramaki, N., Itoh, M., and Hyde, A. F. L. (1996). “Cyclic Strength and Deformation of Crushable Carbonate Sand.” Soil Dynamics and Earthquake Engineering, 15(5), 331–336.
Kikkawa, N., Orense, R. P., and Pender, M. J. (2013). “Observations on Microstructure of Pumice Particles using Computed Tomography.” Canadian Geotechnical Journal, 50(11), 1109–1117.
Kong, D., and Fonseca, J. (2018). “Quantification of the Morphology of Shelly Carbonate Sands using 3D Images.” Geotechnique, 68(3), 249–261.
Kuang, D., Long, Z., and Guo, R. (2021). “Experimental and Numerical Study on the Fragmentation Mechanism of a Single Calcareous Sand Particle under Normal Compression.” Bulletin of Engineering Geology and the Environment, 1–14.
Kwag, J. M., Ochiai, H., and Yasufuku, N. (1999). “Yielding Stress Characteristics of Carbonate Sand in Relation to Individual Particle Fragmentation Strength.” Engineering for Calcareous Sediments, 1, 79–86.
Li, H. Y., Chai, H. W., and Xiao, X. H. (2020). “Fractal Breakage of Porous Carbonate Sand Particles: Microstructures and Mechanisms.” Powder Technology, 363, 112–121.
Lobo-Guerrero, S., and Vallejo, L. E. (2006). “Application of Weibull statistics to the tensile strength of rock aggregates.” Journal of geotechnical and geoenvironmental engineering, 132(6), 786–790.
Lv, Y., Li, X., and Wang, Y. (2020). “Particle Breakage of Calcareous Sand at High Strain Rates.” Powder Technology, 366, 776–787.
Ma, L., Li, Z., and Wang, M. (2019). “Effects of Size and Loading Rate on the Mechanical Properties of Single Coral Particles.” Powder Technology, 342, 961–971.
Al Mahbub, A., and Haque, A. (2016). “X-ray Computed Tomography Imaging of the Microstructure of Sand Particles Subjected to High Pressure One-dimensional Compression.” Materials, 9(11), 7–15.
McDowell, G. R., and Harireche, O. (2002). “Discrete Element Modelling of Yielding and Normal Compression of Sand.” Geotechnique, 52(4), 299–304.
Mohtashami, E., Olgun, C. G., Wu, C., and Selly, T. (2022). “Intragrain Pore Structure of Carbonate Sands.” Geo-Congress 2022, pp. 194–203.
Morales-velez, A. C., Baxter, C. D. P., Pando, M. A., and Anderson, J. B. (2015). “Comparison of the Cyclic Resistance of a Calcareous Sand Deposit from Puerto Rico from Seismic Dilatometer (SDMT) and Seismic Cone Penetration Tests (SCPTu).” 3rd International Conference on the Flat Dilatometer, 7.
Nakata, Y., Hyodo, M., and Hyde, A. F. L. (2001). “Microscopic Particle Crushing of Sand Subjected to High Pressure One-dimensional Compression.” Soils and Foundations, 41(1), 69–82.
Orense, R. P., Pender, M. J., Hyodo, M., and Nakata, Y. (2013). “Micro-mechanical Properties of Crushable Pumice Sands.” Géotechnique Letters, 3(2), 67–71.
Otsu, N. (1979). “Threshold Selection Method From Gray-Level Histograms.” IEEE Trans Syst Man Cybern, SMC-9(1), 62–66.
Porcino, D., Caridi, G., and Ghionna, V. N. (2008). “Undrained Monotonie and Cyclic Simple Shear Behaviour of Carbonate Sand.” Geotechnique, 58(8), 635–644.
Poulos, H. G., Uesugi, M., and Young, G. S. (1982). “Strength and Deformation Properties of Bass Strait Carbonate Sands.” Geotechnical Engineering, 13(2), 189–211.
Rasouli, M. R., Moradi, M., and Ghalandarzadeh, A. (2021). “Effects of Initial Static Shear Stress Orientation on Cyclic Behavior of Calcareous Sand.” Marine Georesources & Geotechnology, 39(5), 554–568.
Saeidaskari, J., Alibolandi, M., and Azizkandi, A. S. (2020). “Undrained Monotonic and Cyclic Behavior of Qeshm Calcareous Sand.” Marine Georesources & Geotechnology, 1–14.
Salem, M., Elmamlouk, H., and Agaiby, S. (2013). “Static and Cyclic Behavior of North Coast Calcareous Sand in Egypt.” Soil Dynamics and Earthquake Engineering, 55, 83–91.
Sandoval, E. A., and Pando, M. A. (2012). “Experimental Assessment of the Liquefaction Resistance of Calcareous Biogenous Sands.” Earth Sciences Research Journal, 16(1), 55–63.
Schindelin, J., Arganda-Carreras, I., and Frise, E. (2012). “Fiji: An Open-source Platform for Biological-image Analysis.” Nature methods, 9(7), 676–682.
Weibull, W. (1939). “A Statistical Theory of Strength of Materials.” IVB-Handl., 151, 1–45.
Weibull, W. (1951). “A Statistical Distribution Function of Wide Applicability.” Journal of Applied Mechanics, 18(3), 293–297.
Xiao, Y., Liu, H., and Chen, Q. (2017). “Particle Breakage and Deformation of Carbonate Sands with Wide Range of Densities During Compression Loading Process.” Acta Geotechnica, 12(5), 1177–1184.
Xuehui, W., Yuanqiang, C., and Sifa, X. (2020). “Effects of Size and Shape on the Crushing Strength of Coral Sand Particles under Diametral Compression Test.” Bulletin of Engineering Geology and the Environment, 1–11.
Zhang, J. M., Duan, M. D., Wang, D. L., and Zhang, Y. (2019). “Particle Strength of Calcareous Sand in Nansha Islands, South China Sea.” Advances in Civil Engineering Materials, 8(1), 355–364.
Zhao, B., Wang, J., and Andò, E. (2020). “Investigation of Particle Breakage under One-dimensional Compression of Sand using X-ray Microtomography.” Canadian Geotechnical Journal, 57(5), 754–762.

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Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 565 - 574

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Published online: Mar 23, 2023

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Elieh Mohtashami [email protected]
1Ph.D. Candidate, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO. Email: [email protected]
C. Guney Olgun, Ph.D. [email protected]
2Assistant Professor, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO. Email: [email protected]
Chenglin Wu, Ph.D. [email protected]
3Assistant Professor, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO. Email: [email protected]
Tara Selly, Ph.D. [email protected]
4Assistant Director, X-Ray Microanalysis Core Facility, Office of Research, and Research Assistant Professor, Dept. of Geological Sciences, Univ. of Missouri, Columbia, MO. Email: [email protected]

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