Technical Papers
Sep 8, 2020

Experimental Study on the Propagation of Low-Velocity Impact Waves in Sand Using Particle Image Velocimetry

Publication: International Journal of Geomechanics
Volume 20, Issue 11

Abstract

Particle image velocimetry (PIV) is a hybrid experimental–digital technique that allows for the noncontact measurement of the displacements and strains in granular media. It has seen widespread applications in the laboratory studies of geostatic problems, such as slope failures and ground deformation due to foundation punch-through. In recent years, the development of optical cameras with high temporal and spatial resolution opens the possibility of extending the PIV technique to dynamic problems such as those caused by impact. Using PIV for impact measurements requires the images to be taken at very high frame rates. In this paper, an attempt is made to capture the phenomenon of low-velocity impact wave propagation in sand using PIV. Details of the experimental setup are presented, and the key factors that affect the accuracy of the measurements are discussed. The PIV results are processed to obtain the displacement, velocity, and acceleration histories for particle patches at varying distances from the impact source. Comparisons are made against independent concurrent measurements recorded by two accelerometers embedded in the same soil sample, as well as the results from a dynamic finite-element analysis that computes the displacements and stresses in the sand due to the same impact loading. This study indicates that, for dynamic measurements in low-velocity impact experiments, the PIV technique offers a promising nonintrusive method of capturing the displacement, velocity, and acceleration histories over a wide range of locations in the sand mass without needing to embed sensors in the test sample.

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Acknowledgments

The first author is grateful to the National University of Singapore (NUS) for the financial support provided by the research scholarship. The authors are also grateful to the Centre for Protective Technology at NUS for the equipment support that has made this study possible.

References

Arshad, M. I., F. S. Tehrani, M. Prezzi, and R. Salgado. 2014. “Experimental study of cone penetration in silica sand using digital image correlation.” Géotechnique 64 (7): 551–569. https://doi.org/10.1680/geot.13.P.179.
Brinkgreve, R., W. Swolfs, E. Engin, D. Waterman, A. Chesaru, P. Bonnier, and V. Galavi. 2019. PLAXIS 2D Reference Manual. Delft, Netherlands: Delft Univ. of Technology.
Chen, Z. (Chris), K. Li, M. Omidvar, and M. Iskander. 2017. “Guidelines for DIC in geotechnical engineering.” Int. J. Phys. Modell. Geotech. 17 (1): 3–22. https://doi.org/10.1680/jphmg.15.00040.
Cudny, M., and A. Truty. 2020. “Refinement of the hardening soil model within the small strain range.” Acta Geotech. 15: 2031–2051. https://doi.org/10.1007/s11440-020-00945-5.
Freiseder, M. G., and H. F. Schweiger. 1999. “Performance of the “hardening soil model’for a deep excavation problem.” In Beyond 2000 in computational geotechnics, edited by R. B. J. Brinkgreve, 263–270. Boca Raton, FL: CRC Press.
Gupta, R. N., P. Pal Roy, and B. Singh. 1988. “Prediction of peak particle velocity and peak air pressure generated by buried explosion.” Int. J. Min. Geol. Eng. 6 (1): 15–26. https://doi.org/10.1007/BF00881024.
Higo, Y., F. Oka, T. Sato, Y. Matsushima, and S. Kimoto. 2013. “Investigation of localized deformation in partially saturated sand under triaxial compression using microfocus X-ray CT with digital image correlation.” Soils Found. 53 (2): 181–198. https://doi.org/10.1016/j.sandf.2013.02.001.
Huang, H. T., H. E. Fiedler, and J. J. Wang. 1993. “Limitation and improvement of PIV.” Exp. Fluids 15: 263–273. https://doi.org/10.1007/BF00223404.
Murray, C. A., N. A. Hoult, and W. A. Take. 2017. “Dynamic measurements using digital image correlation.” Int. J. Phys. Modell. Geotech. 17 (1): 41–52. https://doi.org/10.1680/jphmg.15.00055.
Nazhat, Y. 2013. Behaviour of sandy soil subjected to dynamic loading. Camperdown, Australia: Univ. of Sydney.
Nazhat, Y., and D. Airey. 2011. “Validation of high speed photography and PIV in large strain measurements of granular materials validation of high speed photography and PIV in large strain measurements of granular materials.” In 9th Int. Symp. on PArticle Image Velocimetry. Japan: Kobe University.
Rad, N. S., and M. T. Tumay. 1987. “Factors affecting sand specimen preparation By raining.” Geotech. Test. J. 10 (1): 31–37. https://doi.org/10.1520/GTJ10136J.
Raffel, M., C. E. Willert, F. Scarano, and C. J. Kähler. 2007. Particle image velocimetry—A practical guide. Berlin: Springer.
Sadek, S., M. G. Iskander, and J. Liu. 2003. “Accuracy of digital image correlation for measuring deformations in transparent media.” J. Comput. Civ. Eng. 17 (2): 88–96. https://doi.org/10.1061/(ASCE)0887-3801(2003)17:2(88).
Schanz, T., P. A. Vermeer, and P. G. Bonnier. 2019. “The hardening soil model: Formulation and verification.” In Beyond 2000 in Computational Geotechnics, edited by R. B. J. Brinkgreve, 281–296. Boca Raton, FL: CRC Press.
Slominski, C., M. Niedostatkiewicz, J. Tejchman. 2007. “Application of particle image velocimetry (PIV) for deformation measurement during granular silo flow.“ Powder Technol. 173 (1): 1–18. https://doi.org/10.1016/j.powtec.2006.11.018.
Stanier, S. A., J. Blaber, W. A. Take, and D. J. White. 2016. “Improved image-based deformation measurement for geotechnical applications.” Can. Geotech. J. 53 (5): 727–739. https://doi.org/10.1139/cgj-2015-0253.
Take, W. A. 2015. “Thirty-Sixth Canadian geotechnical colloquium: Advances in visualization of geotechnical processes through digital image correlation.” Can. Geotech. J. 52 (9): 1199–1220. https://doi.org/10.1139/cgj-2014-0080.
Teng, Y., S. M. Gourvenec, and S. A. Stanier. 2017. “Synchronised multi-scale image analysis of soil deformations.” Int. J. Phys. Modell. Geotech. 17 (1): 53–71. https://doi.org/10.1680/jphmg.15.00058.
Teo, P. L., and K. S. Wong. 2012. “Application of the hardening soil model in deep excavation analysis.” IES J. Part A: Civ. Struct. Eng. 5 (3): 152–165. https://doi.org/10.1080/19373260.2012.696445.
Wang, Z. Z., S. H. Goh, C. G. Koh, and I. F. C. Smith. 2018. “Soil parameter identification for excavations: A falsification approach.” Numer. Methods Geotech. Eng. IX 2: 1181–1188.
Wang, Z. Z., S. H. Goh, C. G. Koh, and I. F. C. Smith. 2019. “An efficient inverse analysis procedure for braced excavations considering three-dimensional effects.” Comput. Geotech. 107: 150–162. https://doi.org/10.1016/j.compgeo.2018.12.004.
White, D. J., W. A. Take, and M. D. Bolton. 2001. “Measuring soil deformation in geotechnical models using digital images and PIV analysis.” In Proc., 10th Int. Conf. on Computer Methods and Advances in Geomechanics, 997–1002. London, UK: Balkema.
White, D. J., W. A. Take, and M. D. Bolton. 2003. “Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry.” Géotechnique 53 (7): 619–631. https://doi.org/10.1680/geot.2003.53.7.619.
Yuan, B., K. Xu, Y. Wang, R. Chen, and Q. Luo. 2017. “Investigation of deflection of a laterally loaded pile and soil deformation using the PIV technique.” Int. J. Geomech. 17 (6): 04016138. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000842.

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Published In

Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 11November 2020

History

Received: Dec 18, 2019
Accepted: Jul 20, 2020
Published online: Sep 8, 2020
Published in print: Nov 1, 2020
Discussion open until: Feb 8, 2021

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Authors

Affiliations

Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 120117, Singapore; Acoustic/Noise Control, EMPA, Swiss Federal Laboratories for Materials Science and Technology, Dübendorf, Switzerland 8600 (corresponding author). ORCID: https://orcid.org/0000-0002-0941-9209. Email: [email protected]
Siang Huat Goh [email protected]
Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 120117, Singapore. Email: [email protected]
Kai Yang Toh [email protected]
Housing and Development Board, Singapore 310480, Singapore. Email: [email protected]

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