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Sinking of piles by impression

Bakholdin, B. V. / Perlei, E. M. / Svetinskii, E. V.

Abstract Theoretical and experimental investigations of the use of impressed piles to strengthen the beds of foundations of buildings and eliminate their dangerous settlement caused by errors in design and work production are presented. The high efficiency of this method is demonstrated.

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Sinking of piles by impression

Bakholdin, B. V. / Perlei, E. M. / Svetinskii, E. V.

Abstract Theoretical and experimental investigations of the use of impressed piles to strengthen the beds of foundations of buildings and eliminate their dangerous settlement caused by errors in design and work production are presented. The high efficiency of this method is demonstrated.

Sinking of piles by impression

Bakholdin, B. V. / Perlei, E. M. / Svetinskii, E. V.

Abstract Theoretical and experimental investigations of the use of impressed piles to strengthen the beds of foundations of buildings and eliminate their dangerous settlement caused by errors in design and work production are presented. The high efficiency of this method is demonstrated.

Access

Check availability in my library

Order at Subito €

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Document information

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Document information

Title:

Sinking of piles by impression

Contributors:

Bakholdin, B. V. (author) / Perlei, E. M. (author) / Svetinskii, E. V. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 34

Publication date:

1997

ISSN:

DOI:

https://doi.org/10.1007/BF02465081

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Viscous Resistance , Clayey Soil , High Loading Rate , Bearing Capacity , Plane Face

Classification:

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

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