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Deformation Modulus of Plastic-Frozen Soil According to Pile Testing

Alekseev, A. G. / Bezvolev, S. G.

The article discusses the problem of rational design of bases and foundations on permafrost soils. Despite the regulatory recommendations for determining the deformation parameters of soils according to the data of full-scale static tests of piles, no standard for such determination exists. The paper presents a method for processing data from full-scale static tests of piles based on theoretical analysis and a comprehensive interpretation of the results of compression tests of plastic-frozen soils.

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Deformation Modulus of Plastic-Frozen Soil According to Pile Testing

Alekseev, A. G. / Bezvolev, S. G.

The article discusses the problem of rational design of bases and foundations on permafrost soils. Despite the regulatory recommendations for determining the deformation parameters of soils according to the data of full-scale static tests of piles, no standard for such determination exists. The paper presents a method for processing data from full-scale static tests of piles based on theoretical analysis and a comprehensive interpretation of the results of compression tests of plastic-frozen soils.

Deformation Modulus of Plastic-Frozen Soil According to Pile Testing

Alekseev, A. G. / Bezvolev, S. G.

The article discusses the problem of rational design of bases and foundations on permafrost soils. Despite the regulatory recommendations for determining the deformation parameters of soils according to the data of full-scale static tests of piles, no standard for such determination exists. The paper presents a method for processing data from full-scale static tests of piles based on theoretical analysis and a comprehensive interpretation of the results of compression tests of plastic-frozen soils.

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Order at Subito €

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Title:

Deformation Modulus of Plastic-Frozen Soil According to Pile Testing

Contributors:

Alekseev, A. G. (author) / Bezvolev, S. G. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 59

Publication date:

2022

ISSN:

DOI:

https://doi.org/10.1007/s11204-022-09802-x

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Classification:

BKL: 56.20 Ingenieurgeologie, Bodenmechanik / 56.20$jIngenieurgeologie$jBodenmechanik

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