1 |
유건선(2000), 해성 점토를 이용한 준설매립토의 침하해석 및 투기장 설계, 현대건설 초연약 준설매지반의 특성 및 지반개량기술 특별세미나, pp. 23-53.
|
2 |
유남재, 박병수, 김근수(2002), 고함수비 준설매립토의 구성관계획득을 위한 역해석기법, 대한토목학회논문집, Vol. 22, No. 1-C, pp. 21-31.
|
3 |
이승원, 지성현, 유석준, 이영남(2000), 준설매립지반의 침강.압밀거동, 한국지반공학회논문집, Vol. 16, No. 4, pp. 149-156.
|
4 |
이송, 양태선, 황규호(1994), 준설매립점토의 자중압밀특성에 관한 연구, 대한토목학회 논문집, Vol. 14, No. 4, pp. 953-963.
|
5 |
Imai, G.(1980), Settling Behavior of Clay Suspension. Soil and Foundations, Vol. 20, No. 2, pp. 61-77.
DOI
|
6 |
Stark, T. D., Choi, H., and Schoroeder, P. R.(2005), Settlement of Dredged and Contaminated Material Placement Area I: Theory and Use of Primary Consolidation, Secondary Compression, and Desiccation of Dredged Fill, Journal of Waterway, Port, Coastal, and Ocean Engineering, Vol. 131, No. 2, pp. 43-51.
DOI
ScienceOn
|
7 |
USACE(1983), Dredging and Dredged Material Disposal(EM1110-2-5025), US Army Corps of Engineers, Washington D.C., pp. 67-74.
|
8 |
USACE(1987), Confined Disposal of Dredged Material(EM1110-2-5027), US Army Corps of Engineers, Washington D.C., pp. 39-62.
|
9 |
Yano, K.(1985), Properties of Very Soft Ground Reclaimed by Dredged Marine Clay and Their Prediction. Japan Society of Civil Engineers, Vol. 364, No. 3-4, pp. 1-14.
|