| Document Date: 2007-10-06 00:13:58
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Company John Wiley & Sons Ltd. / / Country Netherlands / / Facility Arend E. Groen Delft University of Technology / Leaning Tower of Pisa / University of Cambridge / / IndustryTerm active/inactive flow systems / return-mapping algorithm / active flow systems / consistent tangential operator / soil mechanics applications / elastic constitutive law / elastic constitutive law snC1 / backward return-mapping algorithm / backward integration algorithm / actual integration algorithm / energy / / Organization Delft University of Technology / University of Cambridge / Freemasonry / / Person Clay Cam-Clay / / Position representative / yield function representative / hardening variable representative / double-hardening model for sand / / ProgrammingLanguage C / / PublishedMedium Zaman / / Technology The algorithm / return-mapping algorithm / Euler backward integration algorithm / simulation / resulting algorithm / backward return-mapping algorithm / actual integration algorithm / Euler Backward algorithm / integration algorithm / /
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Modeling in Geomechanics. Edited by M. Zaman, J. Booker and G. Gioda. 2000 John Wiley & Sons, Ltd. ISBN[removed]Computational Strategies for