Load stepping schemes for critical state models
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Publication:2709646
DOI<67::AID-NME22>3.0.CO;2-N 10.1002/1097-0207(20010110)50:1<67::AID-NME22>3.0.CO;2-NzbMath0990.74072OpenAlexW2021046958MaRDI QIDQ2709646
Scott W. Sloan, Dai-Chao Sheng
Publication date: 11 August 2002
Full work available at URL: https://doi.org/10.1002/1097-0207(20010110)50:1<67::aid-nme22>3.0.co;2-n
sanderror estimatesfinite element methodcritical state soil modelsautomatic schemesheavily overconsolidated claysload step sizeload stepping schemesnormally consolidated clays
Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)
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