References
- 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
- 백원진 (2007), '탄-점성 압밀이론에 의한 버티칼 드레인 타설지반의 잔류침하 예측(I)-이론의 적용성 검증-', 한국지반공학회 논문집, 제23권, 제4호, pp.69-77
- 吉国洋,(1993), 'バーチカルルドドレーン工法の設計と施工管理', 技報堂出版
- 竜田尙希, 稻垣太浩, 三嶋信雄, 藤山哲雄, 石黑健, 太田秀樹 (2003), '軟弱地盤上の道路盛上の供 用後長期変形擧動豫測と性能設計への應用', 土木學會論文集, No.743/III-64, pp.173-187
- 森脇武夫, 加納誠二, 吉国洋 (1993), '弾粘性壓密理論の 三次元化とバーチカル土レーンによる壓密への適用(その1)'. 第33回地盤工學硏究發表會論文集, 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
- 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
- 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. and Nakanodo, H. (1974), 'Consolidation of soils by vertical drain wells with finite permeability', Soils and Foundations, Vol.14, No.2, pp.35-46 https://doi.org/10.3208/sandf1972.14.2_35
- 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