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Decreasing geotechnical reliability with worsening frozen-bed conditions

Grebenets, V. I. / Ukhova, Yu. A.

The reliability of buildings and structures erected in the cryolithozone has been exacerbated in the past decade. Basic principles of the development of deformations associated with both a change in properties of the frost, and also with the operating mode of the entities are analyzed, using the Noril'sk industrial region as an example.

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Decreasing geotechnical reliability with worsening frozen-bed conditions

Grebenets, V. I. / Ukhova, Yu. A.

The reliability of buildings and structures erected in the cryolithozone has been exacerbated in the past decade. Basic principles of the development of deformations associated with both a change in properties of the frost, and also with the operating mode of the entities are analyzed, using the Noril'sk industrial region as an example.

Decreasing geotechnical reliability with worsening frozen-bed conditions

Grebenets, V. I. / Ukhova, Yu. A.

The reliability of buildings and structures erected in the cryolithozone has been exacerbated in the past decade. Basic principles of the development of deformations associated with both a change in properties of the frost, and also with the operating mode of the entities are analyzed, using the Noril'sk industrial region as an example.

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Check availability in my library

Order at Subito €

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Title:

Decreasing geotechnical reliability with worsening frozen-bed conditions

Contributors:

Grebenets, V. I. (author) / Ukhova, Yu. A. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 45

Publication date:

2008

ISSN:

DOI:

https://doi.org/10.1007/s11204-008-9023-y

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Freeze Soil , Pile Foundation , Tenement Building , Freeze Rock , Cryogenic Process

Classification:

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

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