One-dimensional nonlinear consolidation
β
R.P. Chen; W.H. Zhou; H.Z. Wang; Y.M. Chen
π
Article
π
2005
π
Elsevier Science
π
English
β 432 KB
In this paper the differential quadrature method (DQM) is introduced into the analysis of one-dimensional nonlinear consolidation of multi-layered soil with partially drained boundaries and arbitrary loading condition. The effect of initial effective stress distribution is taken into account. The co