참고문헌
- 김형주, 오근엽 (1999), "연약한 준설매립 점성토지반의 자중압밀 과정에 관한 연구", 한국지반공학회논문집, 제 15권, 제 2호, pp.129-138
- 이범준, 이무천, 이송 (2007), "세립분 함유량에 따른 준설토의 침강 및 자중압밀특성", 한국지반공학회논문집, 제 23권, 제 8호, pp.129-135
- Abu-Hejleh, A. N. (1993), "Desiccation theory for soft soils", Ph.D. dissertation, Civil Engineering Department, University of Colorado at Boulder
- Abu-Hejleh, A. N. and Znidarcic, D. (1994), "Estimation of the consolidation constitutive relations", Computer Methods and Advances in Geomechanics, Siriwardance & Zaman (eds) Balkema, Rotterdam, pp.499-504
- Abu-Hujleh, A. N. and Znidarcic, D. (1995), "Desiccation theory for soft cohesive soils", ASCE Journal of Geotechnical Engineering, Vol.121, No.6, pp.493-502 https://doi.org/10.1061/(ASCE)0733-9410(1995)121:6(493)
- Abu-Hejleh, A. N. and Znidarcic, D. (1996), "Consolidation characteristics of phosphatic clays", ASCE Journal of Geotechnical Engineering, Vol.122, No.4, pp.295-301 https://doi.org/10.1061/(ASCE)0733-9410(1996)122:4(295)
- Aiban, S. A. and Znidarcic, D. (1989), "Evaluation of the flow pump and constant head technique for permeability measurement"", Geotechnique, Vol.39, pp.655-666 https://doi.org/10.1680/geot.1989.39.4.655
- Gibson, R. E., England, G. L., and Hussey, M. J. L. (1967), "The theory of one dimensional consolidation of saturated clays", Geotechnique, Vol.17, No.3, pp.261-273 https://doi.org/10.1680/geot.1967.17.3.261
- Gibson, R. E., Schiffman R. L. and Cargill, K. W. (1981), "The theory of one dimensional consolidation of saturated clays II. Finite nonlinear consolidation of thick homogeneous layers", Canadian Geotechnical Journal, Vol.18, pp.280-293 https://doi.org/10.1139/t81-030
- Gjerapic, G. and Znidarcic, D. (2000), "Consolidation and desiccation analysis for poplar island site development plan", Baltimore Harbor, Technical Report to Gahagan & Byrant Associates, Inc., by University of Colorado at Boulder
- Krizek, R. J. (2004), Slurries in geotechnical engineering, The twelfth Spencer J. Buchanan Lecture, University of Texas at A&M
- Kynch, E. J. (1952), "A theory of sedimentation", Transaction of the Faraday Society, Vol.48, pp.168-176 https://doi.org/10.1039/TF9524800166
- Leonards, G. A., and Altschaeffl, A. G. (1964), Compressibility of clay, Journal of the Soil Mechanics and Foundation Division, ASCE, 90, SM5, pp.133-155
- Liu, J. C. and Znidarcic, D. (1991), "Modeling one-dimensional compression characteristics of soils", ASCE Journal of Geotechnical Engineering, Vol.117, No.1, pp.164-171 https://doi.org/10.1061/(ASCE)0733-9410(1991)117:1(162)
- McNabb, A. (1960), "A mathematical treatment of one-dimensional soil consolidation", Quarterly of Applied Mathematics, Vol.17, pp.337-347 https://doi.org/10.1090/qam/113405
- Monte, J. L. and Krizek, R. J. (1976), "One-dimensional mathematical model for large-strain consolidation", Geotechnique, Vol.26, pp.495-510 https://doi.org/10.1680/geot.1976.26.3.495
- Schmertmann, J. H., 1955, The undisturbed consolidation behavior of clay, Transactions, ASCE, Vol.120, pp.1201-1233
- You, Z. (1993), "Flow channeling soft clays and its influence on consolidation", Ph. D. dissertation, Civil Engineering Department, University of Colorado at Boulder
- Yao, D.T.C, Oliveira-Filho, W. I., Cai, X. C. and Znidarcic, D. (2002), "Numerical solution for consolidation and desiccation of soft soils", International Journal for Numerical and Analytical Methods in Geomechanics, Vol.26, No.2, pp.139-161 https://doi.org/10.1002/nag.196