참고문헌
- 김주현, 정상국, 이송 (2003), '고결층 두께를 고려한 준설매립지반의 지지력 산정', 대한토목학회논문집, 제23권, 제6C호, pp.383-388
- Blight, G. E. (1987), 'Lowering of Groundwater Table by Deep-Rooted Vegetation-The Geotechnical Effects of Water Table Recovery', 9th European Conference on Soil Mechanics and Foundation Engineering, Vol.1, pp.285-288
- Brown, J. D., and Meyerhof, G. G. (1969), 'Experimental Study of Bearing Capacity in Layered Clays', Proc. of the seventh International Conference on Soil Mechanics and Foundation Engineering, Mexico city, Mexico, Vol.2, pp.45-51
- Burd, H. J. and Frydman, S. (1997), 'Bearing Capacity of Plane-Strain Footings on Layered Soils', Canadian Geotechnical Journal, Vol.34, No.2, pp.241-253 https://doi.org/10.1139/cgj-34-2-241
- Button, S. J. (1953), 'The Bearing Capacity of footings on a two-layered cohesive subsoil', proc. of the third International Conference on Soil Mechanics and Foundation Engineering, Vol.1, pp.332-335
- Graham, J. (1979), 'Embankment Stability on Anisotropic Soft Clays', Canadian Geotechnical Journal, Vol.16, pp.295-308 https://doi.org/10.1139/t79-031
- Konrad, J. M. and Ayad, R. (1997), 'Desiccation of a Sensitive Clay : Field Experimental Observations', Canadian Geotechnical Journal, Vol.34, pp.929-942 https://doi.org/10.1139/cgj-34-6-929
- La Rochelle, P. and Trak, B. and Roy, M. (1974), 'Failure of a Test Embankment On a Sensitive Champlain Clay Deposit', Canadian Geotechnical Journal, Vol.11, pp.142-164 https://doi.org/10.1139/t74-009
- Lefebvre, G. and Dascal, O. (1987), 'Undrained Shear Strength in the Surficial Weathered Crust', Canadian Geotechnical Journal, Vol.24, No.1, pp.23-34 https://doi.org/10.1139/t87-003
- Lutenegger, J. A. (1995), 'Geotechnical Behavior of Overconsolidated Surficial Clay Crusts', Transportation research record, No.1479, pp.61-74
- Nagaraj, T. S., Srinivasa Murthy, B. R. and Vatsala, A. (1994), Analysis and Prediction of Soil Behaviour, Wiley Eastern, New Delhi, India
- Raymond, G. P. (1972), 'Prediction of Undrained Deformation and Pore Pressures in Weak Clay Under Two Embankments', Geotechnique, Vol.22, No.3, pp.381-401 https://doi.org/10.1680/geot.1972.22.3.381
- Skmpton, A.W.(1951), 'The Bearing Capacity of Clays', Bldg Research Congress, England
- Stark, T. D., Choi, H. and Schroeder, P. R. (2005), 'Settlement of Dredged and Contaminated Material Placement Areas. 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 https://doi.org/10.1061/(ASCE)0733-950X(2005)131:2(43)
- Tavenas, F. and Leroueil, S. (1980), 'The behaviour of embankments on clay foundations', Canadian Geotechnical. Journal, Vol.17, No.2, pp.236-260 https://doi.org/10.1139/t80-025