Zhang Hong-wu, Zhong Wan-xie, Qian Ling-xi. Finite Element Analysis for Consolidation in Interaction between Structure and Saturated Soil Foundation[J]. Applied Mathematics and Mechanics, 1992, 13(10): 891-899.
Citation:
Zhang Hong-wu, Zhong Wan-xie, Qian Ling-xi. Finite Element Analysis for Consolidation in Interaction between Structure and Saturated Soil Foundation[J]. Applied Mathematics and Mechanics, 1992, 13(10): 891-899.
Zhang Hong-wu, Zhong Wan-xie, Qian Ling-xi. Finite Element Analysis for Consolidation in Interaction between Structure and Saturated Soil Foundation[J]. Applied Mathematics and Mechanics, 1992, 13(10): 891-899.
Citation:
Zhang Hong-wu, Zhong Wan-xie, Qian Ling-xi. Finite Element Analysis for Consolidation in Interaction between Structure and Saturated Soil Foundation[J]. Applied Mathematics and Mechanics, 1992, 13(10): 891-899.
The consolidation analysis of interaction between structure and saturated soil foundation is discussed.With the use of substructure technique,the structure is condensed onto the interface of the soil,and then the consolidation governing equations to describe the interaction between soil and structure are derived,The solution with non-iterative algorithm is proposed in this paper.The pressure Master-Slave relation method is used to deal with the non-permeability conditions on soil boundaries.A numerical example is illustrated.Based on this paper,the interactive consolidation analysis between large structure and soil has been more practical.
Zienkiewicz,O.C.,C.T.Chang and P.Bettess,Drained,undrained consolidation and dynamic behavior assumptions in solids,limit of validity,Geotechnipue,30(1980),385-395.
[2]
Prevost,J.H.,Nonlinear transient phenomena in saturated porous media,Comp.Meth.in Appl.Mech.Eng.,20 (1982),3-8.
[3]
Zienkiewicz,O.C.and T.Shiomi,Dynamic behavior of saturated porous media:the generalized Biot formulation and its numerical solution,Int.J.Num.Anal.Meths.Geomechanics,8(1984),71-96．
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