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Short- and Long-Term Slope Stability

Ter-Martirosyan, Z. G. / Proshin, M. V.

Abstract Bases are presented for quantitative estimation of rates of creep displacements from results of rheologic testing of soil specimens in distortion and annular-shear devices, and also calculation of the stress-strain state of a slope by the finite-element method in an example of a creeping slope - Vorob'ev Hills in Moscow. Several zones where the degree of approximation to the limiting state is close to unity are noted from computational results. In these zones, the rate of creep displacements reaches 1.5 cm/year, which corresponds to results of field observations.

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Short- and Long-Term Slope Stability

Ter-Martirosyan, Z. G. / Proshin, M. V.

Abstract Bases are presented for quantitative estimation of rates of creep displacements from results of rheologic testing of soil specimens in distortion and annular-shear devices, and also calculation of the stress-strain state of a slope by the finite-element method in an example of a creeping slope - Vorob'ev Hills in Moscow. Several zones where the degree of approximation to the limiting state is close to unity are noted from computational results. In these zones, the rate of creep displacements reaches 1.5 cm/year, which corresponds to results of field observations.

Short- and Long-Term Slope Stability

Ter-Martirosyan, Z. G. / Proshin, M. V.

Abstract Bases are presented for quantitative estimation of rates of creep displacements from results of rheologic testing of soil specimens in distortion and annular-shear devices, and also calculation of the stress-strain state of a slope by the finite-element method in an example of a creeping slope - Vorob'ev Hills in Moscow. Several zones where the degree of approximation to the limiting state is close to unity are noted from computational results. In these zones, the rate of creep displacements reaches 1.5 cm/year, which corresponds to results of field observations.

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Title:

Short- and Long-Term Slope Stability

Contributors:

Ter-Martirosyan, Z. G. (author) / Proshin, M. V. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 39

Publication date:

2002

ISSN:

DOI:

https://doi.org/10.1023/A:1016049029319

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Classification:

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

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