A model for one-dimensional consolidation of clayey soils with non-linear viscosity-Reference-Cited by-同舟云学术

A model for one-dimensional consolidation of clayey soils with non-linear viscosity

Published:2023-07 Issue: Volume:159 Page:105426
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Oliveira Fernando S.,Martins Ian S.M.,Guimarães Leonardo J.N.

Funder

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference60 articles.

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2. Alexandre, G. F., 2000. The undrained creep by Martins model (1992). MSc Dissertation, Programme of Civil Engineering, COPPE/UFRJ, Rio de Janeiro (In Portuguese).

3. One-dimensional consolidation accounting for viscous resistance to compression. DSc Dissertation, Programme of Civil Engineering, COPPE/UFRJ;Andrade;Rio de Janeiro (In Portuguese),2014

4. Consolidation of clay with non-linear viscosity;Barden;Géotechnique,1965

5. Oedometer tests with different specimen heights on a clay exhibiting large secondary compression;Berre;Géotechnique,1972

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