1. Akhtarpour, A, and Salari, M (2018) The deformation mechanism of a high rockfill dam during the construction and first impounding. Science Iranica A, Vol. 27, No. 2, pp. 566-587.
2. Carsel, R.F, and Parish, R.S (1988) Developing joint probability distributions of soil water retention characteristics.
Water Resources Research, Vol. 24, No. 5, pp. 755-769.
3. Dhungana, P, and Wang, F (2020) Relationship between seepage water volume and total suspended solids of landslide dam failure caused by seepage and experimental investigation. Geoenvironmental Disasters, Vol. 7, No. 13, pp. 1-11.
4. Duncan, J.M, Brandon, T.L, Wright, S.G, and Vroman, N (2008) Stability of i-walls in new orleans during hurricane katrina.
Journal of Geotechnical and Geoenviornmental Engineering, Vol. 134, No. 5, pp. 681-700.
5. Federal Emergency Management Agency (FEMA) (2014) Technical manual:overtopping protection for dams. U.S. Department of Homeland Security, Washington, D.C., USA, pp. 1-271.
6. Federal Emergency Management Agency (FEMA) (2015) Evaluation and monitoring of seepage and internal erosion: Interagency Committee on Dam Safety (ICODS). U.S. Department of Homeland Security, Washington, D.C., USA, pp. 1-270.
7. Foster, M.A, Fell, R, and Spannagle, M (2000) The statistics of embankment dam failures and accidents.
Canadian Geotechnical Journal, Vol. 37, pp. 1000-1024.
8. Foster, M.A, Spannagle, M, and Fell, R (1988) Report on the analysis of embankment dam incidents. UNCIV Report No. R-374. School of Civil and Environmental Engineering, The University of New South Wales, Sydney, Australia, pp. 1-283.
9. Fredlund, D.G, Rahardjo, H, and Fredlund, M.D (2012). Unsaturated Soil Mechanics in Engineering Practice. New York: Wiley and Sons, Inc, p 1-926.
10. Helper, T, Fiedler, B, Vermeyen, T, Dewey, B, and Wahl, T (2012) Overtopping protection for dams- A technical manual overview. Dam Safety 2012 - Association of State Dam Safety Officials, September 16-20, 2012, Denver, CO.
11. Kenji, W, Susumu, N, Torajiro, F, Kyoichiro, Y, and G.Benkatappa, R (2021) Construction and field measurement of high-speed railway test embankment built on Indian expansive soil “Black Cotton Soil”.
Soils and Foundations, Vol. 61, pp. 218-238.
12. Ko, D.W, and Kang, J.G (2019) Assesment of levee slope reinforced with Bio-polymer by image analysis. Ecology and Resilient Infrastructure, Vol. 6, No. 4, pp. 258-266.
13. Lee, D.W, and Noh, J.J (2014) Behavior of failure on agricultural reservoirs embankment by riprap reinforcement method.
Journal of Korean Society of Agricultural Engineers, Vol. 56, No. 6, pp. 63-73.
14. Lee, Y.H, Lee, D.W, Heo, J, and Ryu, J.H (2020) Model experiments for the reinforcement method of agricultural reservoirs by overtopping.
Korean Journal of Agricultural Science, Vol. 47, pp. 163-171.
15. Lee, Y.H, Lee, T.H, and Lee, D.W (2019) Overtopping model experiments and 3-D seepage characteristics of the embankment of deteriorated homogeneous reservoirs. Journal of Korean Society of Agricultural Engineers, Vol. 61, No. 1, pp. 13-23.
16. Lee, Y.H, Park, S.Y, Tokida, K.I, and Lee, D.W (2018) Three-dimensional seepage characteristics of reservoir embankment considering interval of horizontal filter.
International Journal of Offshore and Polar Engineering, Vol. 28, No. 1, pp. 80-86.
17. Li, L, Pan, Y, Amini, F, Cuiping, K, and Briaud, JL (2014) Erosion resistance of HPTRM strengthened levee from combined wave and surge overtopping.
Geotechnical and Geological Engineering, Vol. 32, No. 4, pp. 847-857.
18. Liu, Q, Yasufuku, N, Omine, K, and Harzarika, H (2012) Automatic soil water retnetion test system with volume change measurement for sandy and silty soils.
Soils and Foundations, Vol. 52, No. 2, pp. 368-380.
20. Ministry of Agricultural Food and Rural Affairs (MAFRA) (2020) Announcement of the first agricultural reservoir management plan.
21. Ministry of Agriculture, Food and Rural Affairs (MAFRA) (2019) Agricultural fill dam design (KDS 67 10 20).
22. Ministry of Land, Infrastructure and Transport (MOLIT) (2016) Dam design investigation (KDS 54 10 10).
23. Ministry of Land, Infrastructure and Transport (MOLIT) (2020a) Gabion retaining wall (KDS 11 80 15).
24. Ministry of Land, Infrastructure and Transport (MOLIT) (2020b) Leaning retaining wall (KDS 11 80 20).
25. Okeke, A.C.U, and Wang, F (2016) Critical hydraulic gradients for seepage-induced failure of landslide dams.
Geoenvironmental Disaster, Vol. 3, No. 9, pp. 1-22.
26. Rogers, J.D, Watkins, C.M, and Chung, J.W (2010) The 2005 upper Taum Sauk dam failure:A case history.
Environmental and Engineering Geoscience, Vol. 16, No. 3, pp. 257-289.
27. Terzaghi, K, Peck, R.B, and Mesri, G (1996). Soil Mechanics in Engineering Practice. 3rd ed. New York: Wiley and Sons, Inc, p 71-86.
28. U.S. Department of the Interior Bureau of Reclamation (USBR) and U.S. Army Corps of Engineers (USACE) (2019) Best Practices in Dam and Levee Safety Risk Analysis.
29. U.S. Department of the Interior Bureau of Reclamation (USBR) (2011) Draft Environmental Assessment on Stampede Dam Safety of Dams Modification. U.S. Department of the Interior Bureau of Reclamation Technical Service Center, Denver, Colorado, USA.
30. Van Genuchten, M.T.H (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils1.
Soil Science Society of America Journal, Vol. 44, pp. 892-898.
31. Xie, Q, Liu, J, Han, B, Li, H, Li, Y, and Li, X (2018) Critical Hydraulic gradient of internal erosion at the soil-structure interface.
Processes, Vol. 6, No. 92, pp. 1-15.