Numerical behaviour of buried flexible pipes in geogrid-reinforced soil under cyclic loading

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Publication date
2020-06Keyword
Buried flexible pipeCyclic loading
Elasto-plastic constitutive behaviour
Numerical modelling
Slack effect
Three-dimensional geogrid modelling
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© 2020 Elsevier. Reproduced in accordance with the publisher's self-archiving policy. This manuscript version is made available under the CC-BY-NC-ND 4.0 license.Peer-Reviewed
YesOpen Access status
Green