Journal article
Formulation and implementation of a practical multi-surface soil plasticity model
- Abstract:
- This paper presents a new constitutive model for clay, for undrained monotonic and cyclic loading, that has been developed specifically for geotechnical design applications. The model employs a parallel Iwan approach, consisting of multiple elastic-perfectly-plastic micro models. Degradation of stiffness and strength during cyclic loading is incorporated using an empirical cyclic overlay method. The theoretical framework and calibration processes for the model are presented. An implementation of the model in a commercial finite element program is then described; this implementation is demonstrated via 3D finite element analyses of example offshore monopile foundations subjected to monotonic and cyclic lateral loading.
- Publication status:
- Published
- Peer review status:
- Peer reviewed
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(Preview, Accepted manuscript, pdf, 3.1MB, Terms of use)
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- Publisher copy:
- 10.1016/j.compgeo.2019.05.007
Authors
- Publisher:
- Elsevier
- Journal:
- Computers and Geotechnics More from this journal
- Volume:
- 117
- Article number:
- 103092
- Publication date:
- 2019-09-27
- Acceptance date:
- 2019-05-07
- DOI:
- EISSN:
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1873-7633
- ISSN:
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0266-352X
- Keywords:
- Pubs id:
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pubs:997199
- UUID:
-
uuid:08e5aea2-d535-49a4-bdca-26aa8c0f830d
- Local pid:
-
pubs:997199
- Source identifiers:
-
997199
- Deposit date:
-
2019-05-09
- ARK identifier:
Terms of use
- Copyright holder:
- Elsevier
- Copyright date:
- 2019
- Rights statement:
- © 2019 Published by Elsevier Ltd.
- Notes:
- This is the accepted manuscript version of the article. The final version is available from Elsevier at: https://doi.org/10.1016/j.compgeo.2019.05.007
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