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Stress-Strain State of Saturated Beds of Foundations of Finite Width

Ter-Martirosyan, Z. G. / Ter-Martirosyan, A. Z.

Statements and solutions of problems of quantitative assessment of the stress-strain state (SSS) of saturated beds of foundations of finite length are presented with consideration of dilatational and shear strains, and the creep properties and degree of saturation Sr < 1. It is demonstrated that consideration of these factors appreciably affects the unstabilized and stabilized consolidation states.

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Stress-Strain State of Saturated Beds of Foundations of Finite Width

Ter-Martirosyan, Z. G. / Ter-Martirosyan, A. Z.

Statements and solutions of problems of quantitative assessment of the stress-strain state (SSS) of saturated beds of foundations of finite length are presented with consideration of dilatational and shear strains, and the creep properties and degree of saturation Sr < 1. It is demonstrated that consideration of these factors appreciably affects the unstabilized and stabilized consolidation states.

Stress-Strain State of Saturated Beds of Foundations of Finite Width

Ter-Martirosyan, Z. G. / Ter-Martirosyan, A. Z.

Statements and solutions of problems of quantitative assessment of the stress-strain state (SSS) of saturated beds of foundations of finite length are presented with consideration of dilatational and shear strains, and the creep properties and degree of saturation Sr < 1. It is demonstrated that consideration of these factors appreciably affects the unstabilized and stabilized consolidation states.

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Title:

Stress-Strain State of Saturated Beds of Foundations of Finite Width

Contributors:

Ter-Martirosyan, Z. G. (author) / Ter-Martirosyan, A. Z. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 51

Publication date:

2015

ISSN:

DOI:

https://doi.org/10.1007/s11204-015-9289-9

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Finite Width , Shear Creep , Critical Load , Excess Pore Pressure , Shear Strain

Classification:

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

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