Interaction of shallow strip foundations and heaving soils: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Interaction of shallow strip foundations and heaving soils

Sazhin, V. S. / Borshchev, V. V.

Conclusions 1. The strip foundation rise caused by normal heave forces is linearly proportional to the pressure on the soil base, for all practical purposes. 2. The pressure transmitted to the soil base affects the heave deformation over the entire freezing soil thickness. 3. For identical loads on the foundations, the larger the underside width, the greater the foundation rise. 4. The unit normal heave forces decrease as the underside width increases, and increase (nonproportionally) as the soil freezing depth increases.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Interaction of shallow strip foundations and heaving soils

Sazhin, V. S. / Borshchev, V. V.

Conclusions 1. The strip foundation rise caused by normal heave forces is linearly proportional to the pressure on the soil base, for all practical purposes. 2. The pressure transmitted to the soil base affects the heave deformation over the entire freezing soil thickness. 3. For identical loads on the foundations, the larger the underside width, the greater the foundation rise. 4. The unit normal heave forces decrease as the underside width increases, and increase (nonproportionally) as the soil freezing depth increases.

Interaction of shallow strip foundations and heaving soils

Sazhin, V. S. / Borshchev, V. V.

Conclusions 1. The strip foundation rise caused by normal heave forces is linearly proportional to the pressure on the soil base, for all practical purposes. 2. The pressure transmitted to the soil base affects the heave deformation over the entire freezing soil thickness. 3. For identical loads on the foundations, the larger the underside width, the greater the foundation rise. 4. The unit normal heave forces decrease as the underside width increases, and increase (nonproportionally) as the soil freezing depth increases.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Interaction of shallow strip foundations and heaving soils

Contributors:

Sazhin, V. S. (author) / Borshchev, V. V. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 24

Publication date:

1987

ISSN:

DOI:

https://doi.org/10.1007/BF01716861

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Civil Engineer , Hydraulic Engineer , Freezing Soil , Practical Purpose , Structural Foundation

Classification:

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

Similar titles

Interaction between shallow foundations and slightly heaving bed soil

Sazhin, V. S. / Borshchev, V. V. / Sazhin, A. V. | Online Contents | 1984

Interaction between shallow foundations in tamped (punched) trenches and heaving soil

Sazhin, V. S. / Shishkin, V. Ya. / Svetenko, A. F. | Online Contents | 1989

Stabilization of tubular pile foundations in heaving soils

Cheverev, V. G. / Pustovoit, G. P. / Vidyapin, I. Yu. et al. | Online Contents | 2006

Stabilization of tubular pile foundations in heaving soils

Cheverev, V. G. / Pustovoit, G. P. / Vidyapin, I. Y. et al. | British Library Online Contents | 2006

Experimental foundations with drain blankets and wells in heaving soils

Federova, N. Ya. | Online Contents | 1966