Nonlinear models in soils consolidation theory parameter sensitivity analysis

DOI10.1016/0895-7177(96)00096-9zbMath0855.93012OpenAlexW2034128408MaRDI QIDQ1816620

M. Battaglio, S. Arnod, Nicola Bellomo

Publication date: 27 November 1996

Published in: Mathematical and Computer Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0895-7177(96)00096-9

zbMATH Keywords

consolidationparameter sensitivitymodelling in soil mechanics

Mathematics Subject Classification ID

Related Items (4)

Universal solution for the characteristic time and the degree of settlement in nonlinear soil consolidation scenarios. A deduction based on nondimensionalization ⋮ Some remarks on nonlinear consolidation models ⋮ Numerical simulation of nonlinear consolidation problems by models based on the network method ⋮ Nonlinear consolidation models of clay with time dependent drainage properties

Cites Work

• Nonlinear consolidation of soil modeling and solution techniques

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