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Staged Finite Element Modeling with Coupled Seepage and Stress Analysis  

Lee, Jae-Young (전북대학교 지역건설공학과)
Publication Information
Journal of the Computational Structural Engineering Institute of Korea / v.23, no.6, 2010 , pp. 703-714 More about this Journal
Abstract
This paper proposes an approach for staged finite element modeling with coupled seepage and stress analysis. The stage modeling is based on the predefined inter-relationship between the base model and the unit stage models. A unit stage constitutes a complete finite element model, of which the geometries and attributes are subject to changes from stage to stage. The seepage analysis precedes the mechanical stress analysis at every stage. Division of the wet and dry zone and the pore pressures are evaluated from the seepage analysis and used in determining input data for the stress analysis. The results of the stress analysis may also be associated with the pore water pressures. For consolidation analysis, the pore pressure and the displacement variables are mixed in a coupled matrix equation. The time marching solution produces the dissipation of excess pore pressure and variation of stresses with passage of time. For undrained analysis, the excess pore pressures are computed from the stress increment due to loading applied in the unit stage and are used in revising the hydraulic head. The solution results of a unit stage are inherited and accumulated to the subsequent stages through the relationship of the base model and the individual unit stages. Implementation of the proposed approach is outlined on the basis of the core procedures, and numerical examples are presented for demonstration of its application.
Keywords
finite element method; staged modeling; coupled analysis; seepage analysis;
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1 Kishnani, S.S., Boja, R. (1993) Seepage and Soil-Structure Interactions Effects in Braced Excavation, J. Geotechnical Engineering, 119(5), pp.912-928.   DOI   ScienceOn
2 Bierawski, L.G., Maeno, S. (2006) DEM-FEM Model of Highly Saturated Soil Motion Due to Seepage Force, J. Waterway, Port, Coastal, and Ocean Engineering, 132(5), pp.401-409.   DOI   ScienceOn
3 Henkel, D.J. (1960) The Shear Strength of Saturated Remolded Clays, Proceeding of Research Conference in Shear Strength of Cohesive Soils, ASCE, pp.533-554.
4 Das, B.M. (1997) Advanced Soil Mechanics,Taylor & Francis, New York, p.133.
5 Nogueria, C.L., Azevedo, R.F., Zornberg, J.G. (2009) Coupled Analysis of Excavations in Saturated Soil, I.J. Geomechanics, 9(2), pp.73-81.   DOI   ScienceOn
6 Yoo,C (2005) Interaction Between Tunneling and Groundwater-Numerical Investigation using Three Dimensional Stress-Pore Pressure Coupled Analysis, J. Geotechnical and Geoenvironmental Engineering, 131(2), pp.240-250.   DOI   ScienceOn
7 Britto,A.M., Gunn, M.J. (1987) Critical State Soil Mechanics via Finite Elements, Ellis Horwood, Chichester, p.115.
8 Brinkgreve, R.B.J., Broere, W., Waterman, D. (2008), Plaxis 2D-Version 9.0, Plaxis bv.
9 Woods, R., Rahim, A. (2007), CRISP2D, Geotechnical Finite Element Analysis Software,, Crisp Consortium Ltd. p.223.
10 Cook, R.D., Lee, J.Y. (2001) VisualFEA and General User Manual, John Wiley & Son's, New York, p. 521.
11 Li, G.C., Desai, C.S. (1983) Stress and Seepage Analysis of Earth Dam, J. Geotechnical and Geoenvironmental Engineering, 109(7), pp.946-960.   DOI
12 Lai, D., Liang, R. (2008) Coupled Creep and Seepage Model for Hybrid Media, J. Engineering Mechanics, 134(3), pp.217-223.   DOI   ScienceOn
13 Rice, J.D., Duncan, J.M. (2010) Deformation and Cracking of Seepage Barriers in Dams Due to Changes in the Pore Pressure Regime, J. Geotechnical and Geoenvironmental Engineering, 136(1), pp.16-25.   DOI   ScienceOn