Non-linear consolidation analysis of soil with variable compressibility and permeability under cyclic loadings

In this paper, a simple semi‐analytical method has been developed to solve the one‐dimensional non‐linear consolidation problems by considering the changes of compressibility and permeability of the soil layer, subjected to complicated time‐dependent cyclic loadings at the ground surface. The soluti...

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Veröffentlicht in:	International journal for numerical and analytical methods in geomechanics 2006-07, Vol.30 (8), p.803-821
Hauptverfasser:	Geng, Xueyu, Xu, Changjie, Cai, Yuanqiang
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works Computation methods. Tables. Charts cyclic loading Exact sciences and technology Geotechnics Laplace transform non-linear one-dimensional consolidation Stabilization. Consolidation Structural analysis. Stresses
Online-Zugang:	Volltext
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