Calculation of stabilized average settlements and tilts of reactor compartments at nuclear power plants: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Calculation of stabilized average settlements and tilts of reactor compartments at nuclear power plants

Shvets, V. B. / Shapoval, V. G.

Abstract Semi-empirical methods are proposed for calculation of the average settlements and tilts of large-dimension foundations for reactor compartments at nuclear power plants. The working diagram of a half-space is used with a conditional restriction placed on the compressible stratum. In the first case, correspondence is achieved between field and prediction by the introduction of an empirical reducing factor to the equation cited in Construction Rule and Regulation 2.02.01-83, and in the second case, by replacing the working diagram of an absolutely rigid by an absolutely flexible foundation.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Calculation of stabilized average settlements and tilts of reactor compartments at nuclear power plants

Shvets, V. B. / Shapoval, V. G.

Abstract Semi-empirical methods are proposed for calculation of the average settlements and tilts of large-dimension foundations for reactor compartments at nuclear power plants. The working diagram of a half-space is used with a conditional restriction placed on the compressible stratum. In the first case, correspondence is achieved between field and prediction by the introduction of an empirical reducing factor to the equation cited in Construction Rule and Regulation 2.02.01-83, and in the second case, by replacing the working diagram of an absolutely rigid by an absolutely flexible foundation.

Calculation of stabilized average settlements and tilts of reactor compartments at nuclear power plants

Shvets, V. B. / Shapoval, V. G.

Abstract Semi-empirical methods are proposed for calculation of the average settlements and tilts of large-dimension foundations for reactor compartments at nuclear power plants. The working diagram of a half-space is used with a conditional restriction placed on the compressible stratum. In the first case, correspondence is achieved between field and prediction by the introduction of an empirical reducing factor to the equation cited in Construction Rule and Regulation 2.02.01-83, and in the second case, by replacing the working diagram of an absolutely rigid by an absolutely flexible foundation.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Calculation of stabilized average settlements and tilts of reactor compartments at nuclear power plants

Contributors:

Shvets, V. B. (author) / Shapoval, V. G. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 35

Publication date:

1998

ISSN:

DOI:

https://doi.org/10.1007/BF02465906

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Construction Rule , Nuclear Power Plant , Average Settlement , Finite Thickness , Conditional Restriction

Classification:

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

Similar titles

Calculation of Stabilized Average Settlements and Tilts of Reactor Compartments at Nuclear Power Plants

Shvets, V. B. / Shapoval, V. G. | British Library Online Contents | 1998

Analysis of Settlements and Tilts of Reactor Foundations at the Balakovskaya Nuclear Power Plant

Glagovskii, V. B. / Zalizskii, A. G. / Kagan, A. A. et al. | British Library Online Contents | 2005

Analysis of Settlements and Tilts of Reactor Foundations at the Balakovskaya Nuclear Power Plant

Glagovskii, V. B. / Zalizskii, A. G. / Kagan, A. A. et al. | Online Contents | 2005

Predicted and observed settlements and tilts of offshore bridge piers

Kristensen, P. S. / Regtop, J. / Balstrup, T. | British Library Conference Proceedings | 1995

Characteristic features of bed deformation under reactor compartments at nuclear power plants

Egorov, K. E. / Sokolov, N. S. | Online Contents | 1985