Chang, D. S., Y. S. Kim, Y. W. Choo, and E. S. Im, 2013. Embankment protection method against overflow by flood in reservoir. Journal of KOSHAM 13(1): 191-198 (in Korean).
Chapuis, R. P., and M. Aubertin, 2001. A simplified method to estimate saturated and unsaturated seepage through dikes under steady state conditions. Can. Geotech. J. 38: 1321-1328.
Costa, L. M., and E. E. Alonso, 2009. Predicting the behavior of an earth and rockfill dam under construction. Journal of Geotechnical and Geoenvirnmental Engineering 135(7): 851-862.
Duncan, J. M., 1993. Limitations of conventional analysis of consolidation settlement. Journal of Geotechnical Engineering. ASCE 119(9): 1331-1359.
Fell, R., C. F. Wan, J. Cyganiewicz, and M. Foster, 2003. Time for development of internal erosion and piping in embankment dams. Journal of Geotechnical and Geoenvirnmental Engineering 129(4): 307-314.
Foster, M. A., R. Fell, and M. Spannagle, 2000. The statistics of embankment dam failures and accidents. Can. Geotechnical Journal 37(5): 1000-1024.
Fread, D. L., 1977. The development and testing of dam-break flood forecasting model. Proceeding of the dam-break flood routing workshop water resources council.
Fredlund, D. G., and A. Xing, 1994. Equations for the soil-water characteristic curve. Canadian Geotechnical Journal 31: 521-532.
GEO-SLOPE, 2007. SEEP/W, SLOPE/W. GEO-SLOPE International Ltd.
Im, E. S., M. W. Seo, I. S. Ha, and W. G. Kim, 2005. Simulation of earth-fill dam behavior subjected to water level variation using geotechnical centrifuge. The Korean Society of Civil Engineers Journal 25(2): 95-102 (in Korean).
Jeong, S. T., 2002. Seepage analysis of sea dike under unsteady state. Journal of technological review 22: 23-25 (in Korean).
Joo, Y. H., C. G. Yeo, and O. S. Lee, 2013. Retardation effect on the breach of the earth filled embankment using the stiffener during overtopping. Journal of the Korean Society of Civil Engineers 33(4): 1377-1387 (in Korean).
Kim, J. H., 2001. Analysis on embankment failure due to overflow. Korea Environmental Industry and Technology Institute 12(2): 97-107 (in Korean).
Kim, M. H., and D. W. Lee, 2009. Safety evaluation of reservoir embankment by instrument system. Journal of the Korean Society of Agricultural Engineers 51(6): 33-43 (in Korean).
Kim, Y. I., K. S. Yeon, K. S. Kim, J. W. Jeong, and Y. S. Kim, 2011. An experimental study of reservoir failure phenomena according to transitional zone: spillway scour during overflow. Journal of the Korean Society of Agricultural Engineers 53(2): 27-33 (in Korean).
Korea Rural Community Corporation (KRC), 2011. The project of raising embankment of agricultural reservoir. http://www.ekr.or.kr (in Korean).
Korea Rural Community Corporation (KRC), 2011. Guidelines for reservoirs precision safety inspections (in Korean).
Korea Rural Community Corporation (KRC), 2011. The reports for geotechnical test of 00 project district agricultural reservoir (in Korean).
Korean Society of Agricultural Engineers (KSAE), 2013. Rural resources, Magazine of the Korean Society of Agricultural Engineers 55(3): 5-50 (in korean).
Kumar, C., and P. Sreeja, 2012. Evaluation of selected equations for predicting scour at downstream of ski-jump spillway using laboratory and field data. Engineering Geology 129: 98-103.
Lee, D. W., and Y. H. Lee, 2012. Behavior of pore water pressure of agricultural reservoir according to raising embankment. Journal of Korean Society of Agricultural Engineers 54(3): 11-17 (in Korean).
Lee, D. W., and J. J. Noh, 2014. Behavior of failure agricultural reservoirs embankment reinforced by geotextile under overtopping condition. Journal of Korean Society of Agricultural Engineers 56(2): 59-64 (in Korean).
Min, H. G., and D. W. Lee, 2008. Prediction of excess pore water pressure of reservoir embankment on soft ground, J. of Korean Society of Agricultural Engineers, 50(2): 37-44 (in Korean).
Ministry of Land, Transport and Maritime Affairs (MLTM), 2011. The 4 major rivers restoration. http://4rivers.go.kr (in Korean).
Ministry of Agriculture, Food and Rural Affairs (MAFRA), Korea Rural Community Corporation (KRC), 2013. Statistical yearbook of land and water development for agriculture (in Korean).
Ministry of Agriculture, Food and Rural Affairs (MAFRA), 2002. Agricultural infrastructure fill dam design standards (in Korean).
Minister of Land, Transport and Maritime Affairs (MLTM), 2011. Guidelines for dam design (in Korean).
Noh, J. J., and D. W. Lee, 2014. Behavior of failure for embankment and spillway transitional zone of agriculture reservoirs due to overtopping. Journal of Korean Society of Agricultural Engineers 56(1): 71-79 (in Korean).
Squier, L. R., 1970. Load transfer in earth and rock fill dams. Journal of the Soil Mechanics and Foundations Division. ASCE 96 (SM1): 213-233.
Sun, Y., H. Chang, Z. Miao, and D. Zhong, 2012. Solution method of overtopping risk model for earth dams. Safety Science 50: 1906-1911.
Van Genuchten, M. T., 1980. A Closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal 44: 892-898.
Yungsung ENG Corporation, 2015. The reports of instrument management of 00 project district agricultural reservoir (in Korean).