Backward erosion piping through vertically layered soils

References

• ASTM. (2000). “ASTM D 2434-68.” Test Method for Permeability of Granular Soils (Constant-head). Annual Book of ASTM Standards, 4, 191–195.
   Google Scholar
• Bligh, W. G. (1915). Submerged weirs founded on sand. In Dams and weirs: An analytical and practical treatise on gravity dams and weirs; arch and buttress dams, submerged weirs; and barrages (pp. 151–179). Chicago, IL.
   Google Scholar
• Bonelli, S., & Marot, D. (2011). Micromechanical modeling of internal erosion. European Journal of Environmental and Civil Engineering, 15, 1207–1224.10.1080/19648189.2011.9714849
   Web of Science ®Google Scholar
• De Wit, J. M., Sellmeijer, J. B., & Penning, A. (1981). Laboratory testing on piping. In Tenth International Conference on Soil Mechanics and Foundation Engineering (pp. 517–520). Stockholm: AA Balkema.
   Google Scholar
• Hanses, U., Müller-Kirchenbauer, H., & Savidis S. (1985). Zur Mechanik der rückschreitenden Erosion unter Deichen und Dämmen. In Bautechnik (p. 6). Berlin: Wilhelm Ernst & Sohn.
   Google Scholar
• Lane, E. W. (1935). Security from under-seepage-masonry dams on earth foundations. Transactions of the American Society of Civil Engineers, 100, 1235–1272 .
   Google Scholar
• Marot, D., Le, V. D., Garnier, J., Thorel, L., & Audrain, P. (2012). Study of scale effect in an internal erosion mechanism: Centrifuge model and energy analysis. European Journal of Environmental and Civil Engineering, 16, 1–19.10.1080/19648189.2012.667203
   Web of Science ®Google Scholar
• Miesel, D. (1978). Rückschreitende Erosion unter bindiger Deckschicht. Deutsche Baugrundtagung. Berlin.
   Google Scholar
• Rasband, W. S. (1997). ImageJ. Bethesda, MD: U. S. National Institutes of Health.
   Google Scholar
• Sellmeijer, J. B. (1981). Piping due to flow towards ditches and holes. Paper presented at Flow and Transport in Porous Media: proceedings of Euromech 143, CRC Press, Boca Raton, FL.
   Google Scholar
• Sellmeijer, J. B. (1988). On the mechanism of piping under impervious structures. Delft: TU Delft.
   Google Scholar
• Sellmeijer, H., de la Cruz, J. L., Van Beek, V. M., & Knoeff, H. (2011). Fine-tuning of the backward erosion piping model through small-scale, medium-scale and IJkdijk experiments. European Journal of Environmental and Civil Engineering, 15, 1139–1154.10.1080/19648189.2011.9714845
   Web of Science ®Google Scholar
• Townsend, F. C., Bloomquist, D., Shiau, J., Martinez, R., & H. Rubin. (1988). Evaluation of filter criteria and thickness for mitigating piping in sandsRep. Gainesville, FL: Department of Civil Engineering, University of Florida.
   Google Scholar
• Van Beek, V. M., Bezuijen, A., & Sellmeijer, H. (2013). Backward erosion piping. In S. Bonelli (Ed.), Erosion in geomechanics applied to dams and levees (pp. 193–269). London: Wiley.10.1002/9781118577165
   Google Scholar
• Van Beek, V. M., Bezuijen, A., Sellmeijer, J. B., & Barends, F. B. J. (2014). Initiation of backward erosion piping in uniform sands. Géotechnique, 64, 927–941.10.1680/geot.13.P.210
   Web of Science ®Google Scholar
• Van Beek, V., Bezuijen, A., & Zwanenburg, C. (2010). Piping: Centrifuge experiments on scaling effects and levee stability. Paper presented at Physical Modelling in Geotechnics, Two Volume Set: Proceedings of the 7th International Conference on Physical Modelling in Geotechnics (ICPMG 2010), CRC Press, Zurich.
   Google Scholar
• Van Beek, V. M., Knoeff, H., & Sellmeijer, H. (2011). Observations on the process of backward erosion piping in small-, medium- and full-scale experiments. European Journal of Environmental and Civil Engineering, 15, 1115–1137.
   Web of Science ®Google Scholar
• Vandenboer, K., Bezuijen, A., & Van Beek, V. M. (2014). 3D finite element method (FEM) simulation of groundwater flow during backward erosion piping. Frontiers of Structural and Civil Engineering, 8, 160–166.
   Google Scholar
• Vandenboer, K., Van Beek, V. M., & Bezuijen, A. (2017). 3D character of backward erosion piping. Geotechnique. Advance online publication. doi:10.680/jgeot.16.P.091
   Google Scholar