Shallow Strip Foundations Joined by Gently Inclining Envelopes on Highly Compressible Soils: Fid-Bau Portal

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Shallow Strip Foundations Joined by Gently Inclining Envelopes on Highly Compressible Soils

Ter-Martirosyan, Z. G. / Pronozin, Ya. A. / Kiselev, N. Yu.

Computed behavioral characteristics are presented for a soil bed subject to nonuniform loading, and a computational model and method of controlling interaction between shallow strip foundations and the soil bed with use of strip foundations connected by gently inclining envelopes are proposed. Results are cited for experimental investigations. Computational data and results of geomechanical monitoring of the construction of a 17-story tenement building are presented.

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Shallow Strip Foundations Joined by Gently Inclining Envelopes on Highly Compressible Soils

Ter-Martirosyan, Z. G. / Pronozin, Ya. A. / Kiselev, N. Yu.

Computed behavioral characteristics are presented for a soil bed subject to nonuniform loading, and a computational model and method of controlling interaction between shallow strip foundations and the soil bed with use of strip foundations connected by gently inclining envelopes are proposed. Results are cited for experimental investigations. Computational data and results of geomechanical monitoring of the construction of a 17-story tenement building are presented.

Shallow Strip Foundations Joined by Gently Inclining Envelopes on Highly Compressible Soils

Ter-Martirosyan, Z. G. / Pronozin, Ya. A. / Kiselev, N. Yu.

Computed behavioral characteristics are presented for a soil bed subject to nonuniform loading, and a computational model and method of controlling interaction between shallow strip foundations and the soil bed with use of strip foundations connected by gently inclining envelopes are proposed. Results are cited for experimental investigations. Computational data and results of geomechanical monitoring of the construction of a 17-story tenement building are presented.

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Title:

Shallow Strip Foundations Joined by Gently Inclining Envelopes on Highly Compressible Soils

Contributors:

Ter-Martirosyan, Z. G. (author) / Pronozin, Ya. A. (author) / Kiselev, N. Yu. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 51

Publication date:

2014

ISSN:

DOI:

https://doi.org/10.1007/s11204-014-9272-x

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Rigid Footing , Span Section , Geomechanical Monitoring , Average Settlement , Strip Foundation

Classification:

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

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