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Analysis of single-pile settlement in saturated soils

Zhusupbekov, A. Zh. / Zhakulin, A. S.

Abstract The axisymmetric mixed problem of the theory of elasticity and plasticity for description of the initial stress-strain state around a single pile in a saturated bed is solved with consideration given to pore pressure. The bearing capacity of a single pile in saturated soils is evaluated.

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Analysis of single-pile settlement in saturated soils

Zhusupbekov, A. Zh. / Zhakulin, A. S.

Abstract The axisymmetric mixed problem of the theory of elasticity and plasticity for description of the initial stress-strain state around a single pile in a saturated bed is solved with consideration given to pore pressure. The bearing capacity of a single pile in saturated soils is evaluated.

Analysis of single-pile settlement in saturated soils

Zhusupbekov, A. Zh. / Zhakulin, A. S.

Abstract The axisymmetric mixed problem of the theory of elasticity and plasticity for description of the initial stress-strain state around a single pile in a saturated bed is solved with consideration given to pore pressure. The bearing capacity of a single pile in saturated soils is evaluated.

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Check availability in my library

Order at Subito €

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Document information

Title:

Analysis of single-pile settlement in saturated soils

Contributors:

Zhusupbekov, A. Zh. (author) / Zhakulin, A. S. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 43

Publication date:

2006

ISSN:

DOI:

https://doi.org/10.1007/s11204-006-0015-5

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Saturated Soil , Civil Engineer , Hydraulic Engineer , Pore Pressure , Structural Foundation

Classification:

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

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