Pages that link to "Item:Q3693050"
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The following pages link to Two-dimensional consolidation analysis using an elasto-viscoplastic constitutive equation (Q3693050):
Displaying 8 items.
- Numerical analyses of embankments on PVD improved soft clays (Q833639) (← links)
- An anisotropic elastic-viscoplastic model for soft clays (Q960806) (← links)
- Identifying parameters controlling soil delayed behaviour from laboratory and \textit{in situ} pressuremeter testing (Q2856292) (← links)
- Time integration of a constitutive law for soft clays (Q3836281) (← links)
- Finite element analysis of consolidation of layered clay soils using an elastic visco-plastic model (Q4243405) (← links)
- Settlement-time behaviour of granular embankments (Q4484647) (← links)
- (Q4934165) (← links)
- Note on consolidation of soil media with depth-dependent elasticity (Q5724742) (← links)