References
- 윤찬영, 정충기(2005) 연직배수재가 설치된 정규압밀 점성토 지반의 점진적 압밀이 차후 압밀거동에 미치는 영향, 한국지반공학회논문집, 한국지반공학회, 제21권 제6호, pp. 5-18.
- 윤찬영, 우상인, 백승경, 정충기(2007) 점증하중 재하 지반의 계측기반 침하 예측 방법의 개발, 대한토목학회논문집, 대한토목학회, 제27권 제6C호, pp. 425-432.
- 윤찬영, 천성호, 정충기, 이원택(2008) 방사배수 압밀 중 위치별 간극수압 측정을 통한 투수계수와 관련물성치의 결정방법,대한토목학회논문집, 대한토목학회, 제28권 제1C호, pp. 9-17.
- 정하익 등(1999) 연약지반의 압밀특성에 관한 연구.I 연구보고서,한국토지공사
- Al-Tabbaa, A. (1995) Excess pore pressure during consolidation and swelling with radial drainage. Geotechnique, Vol. 45, No. 4, pp. 701-707. https://doi.org/10.1680/geot.1995.45.4.701
- Almeida, M.S.S., Santa Maria, P.E.L., Martins, I.S.M., Spotti, A.P., and Coelho, L.B.M. (2000) Consolidation of a very soft clay with vertical drains. Geotechnique, Vol. 50, No. 6, pp. 633-643. https://doi.org/10.1680/geot.2000.50.6.633
- Atkinson, J.H., Evans, J.S., and Ho, E.W.L. (1985) Non-uniformity of triaxial samples due to consolidation with radial drainage. Geotechnique, Vol. 35, No. 3, pp. 353-355. https://doi.org/10.1680/geot.1985.35.3.353
- Baek, W. and Moriwaki, T. (2004) Internal behavior of clayey ground improved by vertical drains in 3D-Consolidation process. Soils and Foundations, Vol. 44, No. 3, pp. 25-37. https://doi.org/10.3208/sandf.44.3_25
- Bergado, D.T., Asakami, H., Alfaro, M.C. and Balasubramaniam, A.S. (1991) Smear effects of vertical drains on soft bangkok clay. Journal of Geotechnical Engineering, ASCE, Vol. 117, No. 10, pp. 1509-1530. https://doi.org/10.1061/(ASCE)0733-9410(1991)117:10(1509)
- Bo, M. W., Bawajee, R., Chu, J., and Choa, V. (2000) Investigation of smear zone around vertical drain, 3rd International Conference on Ground Improvement Techniques, pp. 109-114.
- Hansbo, S., Jamiolkowski, M., and Kok, L. (1981) Consolidation by vertical drains. Geotechnique, Vol. 31, No. 1, pp. 45-66. https://doi.org/10.1680/geot.1981.31.1.45
- Hird, C.C., Pyrah, I.C. and Russell, D. (1992) Finite element modelling of vertical drains beneath embankments on soft ground. Geotechnique, Vol. 42, No. 3, pp. 499-511. https://doi.org/10.1680/geot.1992.42.3.499
- Hird, C.C. and Moseley, V.J. (2000) Model study of seepage in smear zones around vertical drains in layered soil. Geotechnique, Vol. 50, No. 1, pp. 89-97. https://doi.org/10.1680/geot.2000.50.1.89
- Indraratna, B. and Redana, I.W. (1998) Laboratory determination of smear zone due to vertical drain installation. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 124, No. 2, pp. 180-184. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:2(180)
- Jamiolkowski, M. and Lancellotta, R. (1981) Consolidation by vertical drains: Uncertainties involved in prediction of settlement rates, 10th ICSMFE - panel discussion, Session 1, Rotterdam, Netherlands, pp. 593-596.
- Jamiolkowski, M., Lancellotta, R., and Wolski, W. (1983) Pre-compression and speeding up consolidation, general report. Spec. Session 6, Proc. 8th Eur. Conf. Soil Mech. and Found. Engeg., Balkema, Rotterdam, Netherlands, pp. 1201-1226.
- Leroueil, S., Bouclin, G., Tavenas, F., Bergeron, L., and La Rochelle, P. (1990) Permeability anisotropy of natural clays as a function of strain. Canadian Geotechnical Journal, Vol. 27, pp. 568-579. https://doi.org/10.1139/t90-072
- Leroueil, S., Lerat, P., Hight, D.W., and Powell, J.J.M. (1992) Hydraulic conductivity of a recent estuarine silty clay at Bothkennar. Geotechnique, Vol. 42, No. 2, pp. 275-288. https://doi.org/10.1680/geot.1992.42.2.275
- Little, J.A., Muir Wood, D., Paul, M.A., and Bouazza, A. (1992) Some laboratory measurements of permeability of Bothkennar clay in relation to soil fabric. Geotechnique, Vol. 42, No. 2, pp. 355-361. https://doi.org/10.1680/geot.1992.42.2.355
- Mesri, G. and Choi, Y.K. (1985) Settlement analysis of embankments on soft clay. Journal of the Geotechnical Engineering, Vol. 111, No. 4, pp. 441-464. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:4(441)
- Mesri, G., Feng, T.W., Ali, S., and Hayat, T.M. (1994) Permeability characteristics of soft clays, 13th ICSMFE, New Delhi, India, pp. 187-192.
- Onoue, A., Ting, N., Germain, J.T., and Whitman, V. (1992) Permeability of disturbed zone around vertical drains. Applied Ground Improvement Techniques, Vol. 2, pp. 163-174, Bangkok, Thailand.
- Pyrah, I.C., Smith, I.G.N., Hull, D. and Tanaka, Y.(1999), Non-uniform consolidation around vertical drains installed in soft ground. Geotechnical Engineering for Transportation Infrastructure, Balkema, pp. 1563-1569.
- Sharma, J. S. and Xiao, D. (2000) Characterization of a smear zone around vertical drains by large-scale laboratory tests. Can. Geotech. J., Vol. 37, pp. 1265-1271. https://doi.org/10.1139/cgj-37-6-1265
- Taylor, D. W. (1948) Fundamentals of Soils Mechanics, John Wiley, New York.