Numerical Analysis of Consolidation Settlement and Creep Deformation of Artificial Island Revetment Structure in a Large-Scale Marine Reclamation Land Project

1. Biot M A. General solutions of the equations of elasticity and consolidation for a porous ma-terial. Journal of Applied Mechanics, 1956, 23:91-96.10.1115/1.4011213Search in Google Scholar

2. Biot M A. General theory of three-dimensional consolidation. Journal of Applied Physics, 1941, 12: 155-164.10.1063/1.1712886Search in Google Scholar

3. Brinkgreve R B J. Plaxis version 8 scientific manual. Netherlands: A.A.Balkema Publishers, 2002.Search in Google Scholar

4. Chen Zongji. The consolidation and sub-time effect of unidirectional problems. Civil Engneering Journal. 1958(1): 1-10.10.2208/jscej1949.1958.55_10Search in Google Scholar

5. Chen Wensu. The settlement of soft soil creep numerical simulation. Tianjin: Tianjin Univesity, 2004.Search in Google Scholar

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):1115-1128.10.3208/sandf.51.1115Search in Google Scholar

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, 2011Search in Google Scholar

8. [8] Sun Junzhu. Rheological and geotechnical engneering application. Beijing: China Building Industry Press, 1999.Search in Google Scholar

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.Search in Google Scholar

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.Search in Google Scholar

11. Yin J H., Graham J. Viscous-elastic-plastic modeling of one-Dimensional time-dependent be-havior of clays. Canadian Geotechnical Journal, 1989, 29: 199-209.10.1139/t89-029Search in Google Scholar