An elastic-viscous-plastic structured UH model
نویسندگان
چکیده
On the basis of structured unified hardening model (structured UH model) considering soil collapse, time effect is take into account, and an elastic-viscous-plastic extended. In presented model, moving normal compression line (MNCL) extended to a instant (MINCL) for simulating both structure effect. Then instance plastic strains irrespective are calculated by referring MINCL, due traditional line. Comparisons between test data simulation indicate that qualified simulate combined actions effects in shearing.
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ژورنال
عنوان ژورنال: E3S web of conferences
سال: 2021
ISSN: ['2555-0403', '2267-1242']
DOI: https://doi.org/10.1051/e3sconf/202124801033