1 |
Fell R, Wan CF, Cyganiewicz J, Foster M. 2003. Time for development of internal erosion and piping in embankment dams. Journal of the Geotechnical and Geoenvironmental Engineering 129:307-314.
DOI
ScienceOn
|
2 |
Foster MA, Fell R, Spannagle M. 2000. The statics of embankment dams failures and accidents. Canadian Geotechnical Journal 37:1000-1024.
DOI
ScienceOn
|
3 |
GEO-SLOPE. 2007. SEEP/W 2007. GEO-SLOPE International Ltd.
|
4 |
Kim MH, Lee DW. 2009. Safety evaluations of reservoir embankment by instrument system. Journal of Korean Society of Agricultural Engineers 50(2):37-44. [in Korean]
|
5 |
Korea Rural Community Corporation (KRC). 2009. Report of monitoring system for disaster prevention of agricultural structure. [in Korean]
|
6 |
Lee DW, Lee YH. 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]
과학기술학회마을
DOI
ScienceOn
|
7 |
Lee DW, Lee KS, Lee YH. 2011. Seepage analysis of agricultural reservoir due to raising embankment. Journal of Agricultural Science 38:493-504 [in korean].
과학기술학회마을
|
8 |
Lee DW, Noh JJ. 2012. Safety evaluation of agricultural reservoir embankment according to backside extension. Journal of Agricultural Science 39:97-110 [in korean].
과학기술학회마을
DOI
ScienceOn
|
9 |
Ministry of Land, Transport and Maritime Affairs (MLTM). 2011. The 4 Major Rivers Restoration. Assessed in http://4 rivers. go. kr. [in Korean]
|
10 |
Min HG, Lee DW. 2008. Prediction of excess pore water pressure of reservoir embankment on soft ground. Journal of Korean Society of Agricultural Engineers 50(2):37-44. [in Korean]
과학기술학회마을
DOI
ScienceOn
|