References
- ANSYS, 2013. ANSYS Mechanical APDL Theory Reference. Version 15.0, ANSYS, Inc., Canonsburg, PA.
- Benahmed, N., Bonelli, S., 2012. Investigating concentrated leak erosion behaviour of cohesive soils by performing hole erosion tests. European Journal of Environmental and Civil Engineering, 16, 1, 43–58.10.1080/19648189.2012.667667
- Bligh, W.G., 1910. Dams barrages and weirs on porous foundations. Engineering News, 1910, 64.26: 708–710.
- Bonelli, S. (Ed.), 2013. Erosion in Geomechanics Applied to Dams and Levees. ISTE Ltd, UK, John Wiley & Sons, Inc. USA, 388 p.10.1002/9781118577165
- Bulletin 164, 2015. Internal Erosion of Existing Dams, Levees and Dikes, and Their Foundations. Volume 1: Internal Erosion Processes and Engineering Assessment. ICIL Bulletin, 342 p.
- Chugayev, R.R., 1974. The Subsurface Shape of Hydraulic Structures. Energia, Leningrad, 237 p. (In Russian.)
- Chugayev, R.R., 1985. Hydraulic Structures. Agropromizdat, Moscow (In Russian.)
- de Wit, G.N., Sellmeijer, J.B., Penning, A., 1981. Laboratory tests on piping. In: Proc. 10th Int. Conf. Soil Mechanics and Foundation Engineering, Stockholm, June 1981. Balkema, Rotterdam, pp. 517–520.
- Fell, R., Fry, J.J., 2005. Internal Erosion of Dams and Their Foundations. New York, Taylor & Francis. 245 p.
- Fell, R., Wan, C.F., Cyganiewicz, J., Foster, M., 2003. Time for development of internal erosion and piping in embankment dams. Journal of Geotechnical and Geoenvironmental Engineering, 129, 4, 307–314.10.1061/(ASCE)1090-0241(2003)129:4(307)
- Hanses, U., 1985. Zur Mechanik der Entwicklung von Erosionskanälen in geschichtetem Untergrund unter Stauanlagen. Dissertation. Grundbauinstitut der Technischen Universität Berlin, Germany.
- Lane, E.W., 1935. Security from under-seepage masonry dams on earth foundations. Transactions of the American Society of Civil Engineers, 100, 1, 1235–1272.10.1061/TACEAT.0004655
- Robbins, B.A., van Beek, V.M., López Soto, J.F., Montalvo Bartolomei, A.M., Murphy, J., 2018. A novel laboratory test for backward erosion piping. International Journal of Physical Modelling in Geotechnics, 18, 5, 266–279.10.1680/jphmg.17.00016
- Robbins, B.A., Griffiths, D.V., 2019. Modelling of Backward Erosion Piping in Two- and Three- Dimensional Domains. In: Proceedings of EWG-IE 26th Annual Meeting 2018 “Internal Erosion in Earthdams, Dikes and Levees”. Springer Nature Switzerland, Cham, Switzerland, pp. 149–158.10.1007/978-3-319-99423-9_14
- Saxena, K.R., Sharma, V.M., 2005. Dams. Incidents and Accidents. A. A. Balkema Publishers, New Delhi, 228 p.
- Sellmeijer, J.B., 1988. On the mechanism of piping under impervious structures. Ph.D. Thesis. Technical University of Delft, Netherlands.
- Sellmeijer, J.B., 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, 8, 1139–1154. DOI: 10.1080/19648189.2011.9714845
- Silvis, F., 1991. Verificatie piping model; Proeven in de Deltagoot. Evaluatierapport. Rapport Grondmechanica Delft, CO 317710/7.
- van Beek, V., Bezuijen, A., Sellmeijer, J.B., Barends, F.B.J., 2014. Initiation of backward erosion piping in uniform sands. Géotechnique, 64, 12, 927–941.10.1680/geot.13.P.210
- van Beek, V., 2015. Backward erosion piping: Initiation and progression. Ph.D. Thesis. Technical University of Delft, Netherlands, 263 p.
- Wan, C.F., Fell, R., 2004. Laboratory tests on the rate of piping erosion of soils in embankment dams. Geotechnical Testing Journal, 27, 3, 295–303.10.1520/GTJ11903
- Wang, D., Fun, X., Jie, Y., Dong, W., Hu, D., 2014. Simulation of pipe progression in a levee foundation with coupled seepage and pipe flow domains. Soils and Foundations, 54, 5, 974–984.10.1016/j.sandf.2014.09.003
- Weijers, J.B.A., Sellmeijer, J.B., 1993. A new model to deal with the piping mechanism. In: Brauns, J., Herbaum, M., Schuler, U. (Eds.): Filters in Geotechnical and Hydraulic Engineering. Balkema, Rotterdam.