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Uncoupled dual hardening model for clays considering the effect of overconsolidation and intermediate principal stress
Uncoupled dual hardening model for clays considering the effect of overconsolidation and intermediate principal stress
Uncoupled dual hardening model for clays considering the effect of overconsolidation and intermediate principal stress
Prashant, A. (Autor:in) / Penumadu, D. (Autor:in)
ACTA GEOTECHNICA -SPRINGER VERLAG- ; 10 ; 607-622
01.01.2015
16 pages
Aufsatz (Zeitschrift)
Englisch
DDC:
624.151
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