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The Mean Stress as the Governing Parameter in the Implicit GPM Stress Integration of Modified Cam-Clay Model
dc.creator | Vukićević, Mirjana | |
dc.creator | Rakić, Dragan | |
dc.date.accessioned | 2019-04-19T14:14:53Z | |
dc.date.available | 2019-04-19T14:14:53Z | |
dc.date.issued | 2010 | |
dc.identifier.uri | https://grafar.grf.bg.ac.rs/handle/123456789/290 | |
dc.description.abstract | An implicit computational governing parameter method (GPM) for stress integration of the modified Cam-Clay model is presented in the paper. In the previous studies, the increment of the mean plastic strain d epsilon(p)(m) was adopted as the governing parameter for the modified Cam-Clay model. While in this paper, the effective mean stress sigma(m)' is used as the governing parameter, which is much more convenient than d epsilon(p)(m). Such algorithm is simple, reliable, efficient and robust. This approach makes it possible to calculate the true tangent constitutive matrix in a simple way. | en |
dc.rights | restrictedAccess | |
dc.source | Information Technology in Geo-Engineering | |
dc.subject | Implicit stress integration | en |
dc.subject | modified Cam-Clay model | en |
dc.subject | soil | en |
dc.title | The Mean Stress as the Governing Parameter in the Implicit GPM Stress Integration of Modified Cam-Clay Model | en |
dc.type | conferenceObject | |
dc.rights.license | ARR | |
dc.citation.epage | 475 | |
dc.citation.other | : 467-475 | |
dc.citation.spage | 467 | |
dc.identifier.doi | 10.3233/978-1-60750-617-1-467 | |
dc.identifier.wos | 000347154900052 | |
dc.type.version | publishedVersion |
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