Soft soil progressive failure creep constitutive model construction method based on capacity energy theory

The invention discloses a soft soil progressive failure creep constitutive model construction method based on a capacity energy theory, which comprises the following steps: performing a triaxial shear test and a variable load unloading progressive failure test on a collected soft soil sample to obta...

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Bibliographische Detailangaben
Hauptverfasser: YANG ZHIFAN, YU HANSEN, SHEN CAIHUA, QIU ZHIKANG
Format: Patent
Sprache:chi ; eng
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