Azinfar, H. & Kells, J. (2018). Backwater prediction due to the blockage caused by a single, submerged spur dike in an open channel. Journal of Hydraulic Engineering, 134(8), 1153-1157.
Bakhtiari, M., Kashefipour, S., Ghomeshi, M. & Zahiri, J. (2012). Effect of geometric parameters of spur dike and depth-placed riprap on its failure threshold in a 90 flume bend. Ecol. Environ. Conserv, 4, 479-484.
Cancienne, R.M., Fox, G.A. & Simon, A. (2019). Influence of seepage undercutting on the stability of root‐reinforced streambanks. Earth Surface Processes and Landforms, 33(11), 1769-1786.
Chu-Agor, M., Wilson, G. & Fox, G.A. (2008). Numerical modeling of bank instability by seepage erosion undercutting of layered streambanks. Journal of Hydrologic Engineering, 13(12), 1133-1145.
Etminan, Z., Rostami, M. & Nosrati, K. (2020). Evaluation of River Bank Stability against Erosion and Management Practices of Taleghan River Bank Using LIN Method. Iranian journal of Ecohydrology, 7(1), 111-119.
Fox, G., Chu-Agor, M. & Wilson, G. (2018). Seepage erosion: A significant mechanism of stream bank failure. Paper presented at the World Environmental and Water Resources Congress 2007: Restoring our natural habitat, https://doi.org/10.1061/40927(243)350.
Froehlich, D. (2013). Sizing loose rock riprap to protect stream banks. River Research and Applications, 29(2), 219-235.
Grace, J.L., Calhoun, C.C. & Brown, D.N. (1973). Drainage and erosion control facilities: Field performance investigation: US Army Engineering Waterways Experiment Station, Hydraulics Laboratory.
Hackney, C.R., Darby, S.E., Parsons, D.R., Leyland, J., Best, J. L., Aalto, R., Nicholas, A.P, & Houseago, R.C. (2020). River bank instability from unsustainable sand mining in the lower Mekong River. Nature Sustainability, 3(3), 217-225.
Jafarnejad, M., Franca, M.J., Pfister, M. & Schleiss, A.J. (2018). Effect of a second layer on the time to failure of compressed riprap as mountain riverbank protection. Journal of Hydraulic Research, 57(4), 573-578, https:// doi.org/10.1080/00221686.2018.1494048.
Jafarnejad, M., Franca, M. J., Pfister, M., & Schleiss, A. J. (2019). Design of riverbank riprap using large, individually placed blocks. Journal of Hydraulic Engineering, 145(12), 04019042, https://doi.org/10.1061/(ASCE)HY. 1943-7900.0001641.
Krzeminska, D., Kerkhof, T., Skaalsveen, K. & Stolte, J. (2019). Effect of riparian vegetation on stream bank stability in small agricultural catchments. Catena, 172, 87-96.
Li, B., Li, T., Xu, N., Dai, F., Chen, W. & Tan, Y. (2018). Stability assessment of the left bank slope of the Baihetan Hydropower Station, Southwest China. International Journal of Rock Mechanics and Mining Sciences, 104, 34-44.
Ravindra, G.H., Gronz, O., Dost, J.B. & Sigtryggsdóttir, F. G. (2020). Description of failure mechanism in placed riprap on steep slope with unsupported toe using smartstone probes. Engineering Structures, 221, 111038, https://doi.org/10.1016/j.engstruct.2020.111038.
Schnellmann, R., Busslinger, M., Schneider, H. R. & Rahardjo, H. (2019). Effect of rising water table in an unsaturated slope. Engineering Geology, 114(1-2), 71-83.
Thorne, C.R. & Lewin, J. (2020). Bank processes, bed material movement and planform development in a meandering river, In: Adjustments of the fluvial system, Rhodes, D.D., Williams, G.P., eds., 117-137, Routledge.
Wilson, G., Periketi, R. & Cullum, R. (2017). Sediment transport model for seepage erosion of streambank sediment. Journal of Hydrologic Engineering, 11(6), 603-611.