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- W2351004021 abstract "Based on fundamentals of continuum mechanics with Eulerian description method and the corresponding configuration transform relationship,a strict functional form on excess pore pressure(EPP) and void ratio during nonlinear consolidation of saturated soil is presented in this paper to study the development of EPP with a general meaning of nonlinearity.According to the analytical solution to linear finite-strain one-dimensional consolidation by Morris and the presented functional form,analytical solutions to EPP occurred with two-way drainage are put forward for normally consolidated and dead weight consolidated soils respectively.Thereafter,the asymmetry characteristics of EPP and the impact factors are investigated through a numerical orthogonal experiment.The results show that a dimensionless parameter N plays a dominant role in the spatial distribution behavior of EPP during nonlinear consolidation.For the case of non-zero N,the symmetry distribution of EPPin context of classic Terzaghi’s theory is not suited to nonlinear consolidation." @default.
- W2351004021 created "2016-06-24" @default.
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- W2351004021 date "2012-01-01" @default.
- W2351004021 modified "2023-09-23" @default.
- W2351004021 title "Spatial asymmetry of excess pore pressure during nonlinear consolidation with two-way drainage" @default.
- W2351004021 hasPublicationYear "2012" @default.
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