On hardening anisotropy of  K  0 ‐consolidated clays | Zendy

Pietruszczak St. | Zendy; Mróz Z. | Zendy

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On hardening anisotropy of K 0 ‐consolidated clays

Author(s) -

Pietruszczak St.,

Mróz Z.

Publication year - 1983

Publication title -

international journal for numerical and analytical methods in geomechanics

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 1.419

H-Index - 91

eISSN - 1096-9853

pISSN - 0363-9061

DOI - 10.1002/nag.1610070105

Subject(s) - consolidation (business) , anisotropy , isotropy , hardening (computing) , constitutive equation , geotechnical engineering , rotational symmetry , geology , effective stress , materials science , mechanics , structural engineering , engineering , composite material , finite element method , physics , accounting , layer (electronics) , quantum mechanics , business

The combined isotropic‐kinematic hardening rule for clays is presented using the concept of a multisurface model discussed previously in Reference 1. The mechanical behaviour of clays after one‐dimensional consolidation is next simulated for the axisymmetric stress stress state. A general three‐dimensional formulation of constitutive relations is also presented.

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