References
- 1. Biot M A. General solutions of the equations of elasticity and consolidation for a porous ma-terial. Journal of Applied Mechanics, 1956, 23:91-96.
- 2. Biot M A. General theory of three-dimensional consolidation. Journal of Applied Physics, 1941, 12: 155-164.
- 3. Brinkgreve R B J. Plaxis version 8 scientific manual. Netherlands: A.A.Balkema Publishers, 2002.
- 4. Chen Zongji. The consolidation and sub-time effect of unidirectional problems. Civil Engneering Journal. 1958(1): 1-10.
- 5. Chen Wensu. The settlement of soft soil creep numerical simulation. Tianjin: Tianjin Univesity, 2004.
- 6. Mimura, M., Jeon, B.G. Numerical assessment for the behavior of the Pleistocene marine foundations due to completion of the 1st phase island of Kansai international airport. Soils and Foundations, 2011, 51(6):1115-1128.
- 7. Mimura, M., Jeon, B.G. Interactive Behavior of the Pleistocene ReclaimedFoun-dations due to the Completion of the adjacent Reclamatio. Annuals of Disas. Prev. Res. Inst., Kyoto Univ., No.54B, 2011
- 8. [8] Sun Junzhu. Rheological and geotechnical engneering application. Beijing: China Building Industry Press, 1999.
- 9. Tang Bin, Chen Xiaoping, Zhang Wei. Consider the rheological properties of soft Consolida-tion finite element analysis. Rock and Soil Mechanics, 2004, 25(4): 583-586.
- 10. VERMEER P A, NEHER H P. A soft soil model that accounts for creep//Beyond 2000 in Computational Geotechnics-10 Years of PLAXIS International. Netherlands: A. A. Balkema Publishers, 1999.
- 11. Yin J H., Graham J. Viscous-elastic-plastic modeling of one-Dimensional time-dependent be-havior of clays. Canadian Geotechnical Journal, 1989, 29: 199-209.