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- W2391787208 abstract "Without any hypothesis on consolidation coefficient for a certain soil layer,considering the loads variety,the one-dimensional nonlinear consolidation control equation is built up by using hyperbolic stress-strain relationship of soil,and the relation of permeable coefficient k which goes with the change of void ratio.Furthermore,taking four-layers from the soft clay foundation as an example and using a simplified weighted implicit difference format,numerical results of nonlinear consolidation control equation are calculated.By comparing the calculated results with the data calculated by Terzaghi linear consolidation theory,the results demonstrate that the influence of nonlinear factors on onedimensional consolidation behaviors of soft-soil foundation is very complicated and generally the effect of nonlinear factors shouldn't be ignored." @default.
- W2391787208 created "2016-06-24" @default.
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- W2391787208 date "2007-01-01" @default.
- W2391787208 modified "2023-09-25" @default.
- W2391787208 title "Numerical Analysis of One Dimensional Nonlinear Consolidation of Layered Foundation under Time Dependent Loading" @default.
- W2391787208 hasPublicationYear "2007" @default.
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