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Strength and deformability of soils in a complex stress state

Mironov, V. A. / Sof’in, O. E. / Gudii, A. N.

Abstract The plastic behavior of soils in a complex state is modeled. The concept of a slip platform as a platform of the “actual” slip of physical particles of a dilating granulated medium is introduced. Formulas are presented for determination of the orientation of the slip platform during arbitrary (“disassociated”) dilatancy. The limiting-yield condition of a free-flowing continuum is proposed. A rule defining the plastic-strain rate is formulated.

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Strength and deformability of soils in a complex stress state

Mironov, V. A. / Sof’in, O. E. / Gudii, A. N.

Abstract The plastic behavior of soils in a complex state is modeled. The concept of a slip platform as a platform of the “actual” slip of physical particles of a dilating granulated medium is introduced. Formulas are presented for determination of the orientation of the slip platform during arbitrary (“disassociated”) dilatancy. The limiting-yield condition of a free-flowing continuum is proposed. A rule defining the plastic-strain rate is formulated.

Strength and deformability of soils in a complex stress state

Mironov, V. A. / Sof’in, O. E. / Gudii, A. N.

Abstract The plastic behavior of soils in a complex state is modeled. The concept of a slip platform as a platform of the “actual” slip of physical particles of a dilating granulated medium is introduced. Formulas are presented for determination of the orientation of the slip platform during arbitrary (“disassociated”) dilatancy. The limiting-yield condition of a free-flowing continuum is proposed. A rule defining the plastic-strain rate is formulated.

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Title:

Strength and deformability of soils in a complex stress state

Contributors:

Mironov, V. A. (author) / Sof’in, O. E. (author) / Gudii, A. N. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 44

Publication date:

2007

ISSN:

DOI:

https://doi.org/10.1007/s11204-007-0022-1

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Complex Stress State , Effective Angle , Intermediate Principal Stress , Direction Cosine , Internal Friction

Classification:

Local classification TIB: 770/6545/8000
BKL: 56.20 Ingenieurgeologie, Bodenmechanik

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