Numerical analysis of consolidation settlement and creep deformation of artifical island revetment structure in a large-scale marine reclamation land project

• Autorzy: Zhao J. , Zhou T. , Wang G.-X.
• Języki publikacji: EN

Abstrakty

EN

In order to analyze the influential factors of soft foundation settlement in a marine reclamation land project, the consolidation settlement and pore pressure dissipation of the entire area are numerically simulated using Soft-SoilCreep Model, in which the PLAXIS finite element software for professional geotechnical engineering is applied and empirical data of Japanese Kansai’s airport project are used. Moreover, the figures of settlement and pore pressure results in the different basic period are drawn, and the corresponding analysis conclusions are ob-tained based on the comparison among the results from the computational parameters of depth. In addition,, the influence rules of various parameters on settlement results is concluded through running the parameter sensitivity analysis in Soft-Soil-Creep Model, and the experience and conclusions can be for reference in the design and con-struction of similar large-scale marine reclamation land project. Also the empirical value method of the creep index has not been applied widely. Further research needs to be done

• Wydawca: -
• Czasopismo: Polish Maritime Research
• Rocznik: 2015
• Tom: 22
• Numer: Special Issue S1
• Opis fizyczny: p.35-42,fig.,ref.

Twórcy

autor

Zhao J.

• Dalian University R and D Center of the Civil Engineering Technology, 116622 Dalian, China

autor

Zhou T.

• Dalian University R and D Center of the Civil Engineering Technology, 116622 Dalian, China

autor

Wang G.-X.

• Dalian University R and D Center of the Civil Engineering Technology, 116622 Dalian, China

Bibliografia

• 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: 155164.
• 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.

Identyfikatory

DOI

10.1515/pomr-2015-0030