참고문헌
- 백원진 (2006), '샌드 드레인으로 개량된 점토지반의 내부거동에 대한 압밀변형 메카니즘', 한국농공학회 논문집, 제48권 제6호, pp.69-77 https://doi.org/10.5389/KSAE.2006.48.6.069
- 吉国洋(1993),'ハーチカルドレーン工法の設計と施工管理', 技報堂出版, pp.29-36
- 森脇武夫, 加納誠二, 吉国洋 (1993), '弾粘性圧密理論の三次元化とパーチカル土レーンによる圧密への適用(その1)', 第33回地盤工学硏究發表會論文集pp.483-484
- Adachi, H. and Oka, R. (1982), 'Constitutive equations for normally consolidated clay based on elasto-visco plasticity', Soils and Foundations, Vol.22, No.4, pp.57-70
- Barron, R. A. (1948), 'Consolidation of fine-grained soils by drain wells', Transactions ASCE, Vol.113, No.2346, pp.718-742
- Baek, W., Moriwaki, T., and Kikuchi, Y. (2002), 'Measurement and interpretation of three- dimensional consolidation behavior in clayey ground improved by vertical drains', Ground Engineering (Journal of Chugoku Branch, JGS), Vol.20, No.1, pp.71-79 (in Japanese)
- 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
- Baek, W., Moriwaki, T., and Sasaki, Y. (2006), 'Numerical analyses on consolidation of clayey ground improved by vertical drain system based on 3-D Elasto-Viscous model', Soils and Foundations, Vol.46, No.2, pp.159-172 https://doi.org/10.3208/sandf.46.159
- Baek, W., Moriwaki, T., and Sasaki, Y. (2007), 'Study of a displacement measurement method inside a small-sized model ground in laboratory test', Geotechnical Testing Journal of ASTM, (in press)
- 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
- Imai, G., Tanaka, Y., and Saegusa, H. (2003), 'One-dimensional consolidation modeling based on the isotache law for normally consolidated clays,' Soils and Foundations, Vol.43, No.4, pp.173-188
- Kutter, B. L. and Sathialingam, N. (1992), 'Elastic-visco plastic modeling of the rate- dependent behavior of clays', Geotechnique, Vol.42, No.3, pp.427-441 https://doi.org/10.1680/geot.1992.42.3.427
- Onoue, A. (1988), 'Consolidation by vertical drains taking well resistance and smear into consolidation,' Soils and Foundations, Vol.28, No.4, pp.165-174 https://doi.org/10.3208/sandf1972.28.4_165
- Sekiguchi, H. and Toriihara, M (1976), 'Theory of one-dimensional consolidation of clays with consideration of their rhelogical properties,' Soils and Foundations, Vol.16, No.1, pp.27-44 https://doi.org/10.3208/sandf1972.16.27
- Taylor, D. W. (1948), 'Fundamentals of soil mechanics,' John Wiley & Sons, pp.208-249
- Yoshikuni, H., Kusakabe, O., Hirao, T., and Ikegami, S. (1994), 'Elasto- Viscous modeling of time-dependent behavior of clay,' Proc. of the 13th ICSMFE, New Delhi, India, Vol.1, pp.417-420
- Yoshikuni, H., Okada, M., Ikegami, S., and Hirao, T. (1995), 'One-dimensional consolidation analysis based on an elasto-viscous liquid model,' Proc. of the international Symposium on Compression and Consolidation of Clayey Soils, IS-Hiroshima'95, pp.233-238