Seepage strength of gypsinate foundations of hydraulic structures: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Seepage strength of gypsinate foundations of hydraulic structures

Terletskaya, M. N. / Metonidze, N. V.

Conclusions 1. When designing hydraulic structures in gypsinate soils it is necessary to calculate also the casual piping strength of soils. 2. So far there is no method of calculating the casual strength, but for structures with conditions of the time of disturbance of the casual strength analogous to the given examples it can be calculated by the existing formulas with consideration of the correction factor Kc obtained. 3. A calculation will determine the need for implementing cutoff measures in the case when the duration of occurrence of deformations obtained is less than the designed service life of the structure [5].

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Seepage strength of gypsinate foundations of hydraulic structures

Terletskaya, M. N. / Metonidze, N. V.

Conclusions 1. When designing hydraulic structures in gypsinate soils it is necessary to calculate also the casual piping strength of soils. 2. So far there is no method of calculating the casual strength, but for structures with conditions of the time of disturbance of the casual strength analogous to the given examples it can be calculated by the existing formulas with consideration of the correction factor Kc obtained. 3. A calculation will determine the need for implementing cutoff measures in the case when the duration of occurrence of deformations obtained is less than the designed service life of the structure [5].

Seepage strength of gypsinate foundations of hydraulic structures

Terletskaya, M. N. / Metonidze, N. V.

Conclusions 1. When designing hydraulic structures in gypsinate soils it is necessary to calculate also the casual piping strength of soils. 2. So far there is no method of calculating the casual strength, but for structures with conditions of the time of disturbance of the casual strength analogous to the given examples it can be calculated by the existing formulas with consideration of the correction factor Kc obtained. 3. A calculation will determine the need for implementing cutoff measures in the case when the duration of occurrence of deformations obtained is less than the designed service life of the structure [5].

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Seepage strength of gypsinate foundations of hydraulic structures

Contributors:

Terletskaya, M. N. (author) / Metonidze, N. V. (author)

Published in:

Hydrotechnical Construction ; 21 ; 690-691

Publication date:

1987-12-01

Size:

2 pages

ISSN:

1570-1468 , 0018-8220

DOI:

https://doi.org/10.1007/BF01436260

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Energy Source , Correction Factor , Power Generation , Service Life , Power Engineer Engineering , Energy Technology , Power Electronics, Electrical Machines and Networks , Renewable and Green Energy , Geoengineering, Foundations, Hydraulics

Similar titles

Seepage strength of gypsinate foundations of hydraulic structures

Terletskaya, M. N. / Metonidze, N. V. | Online Contents | 1987

Seepage and antiseepage measures in foundations of hydraulic structures

Malyshev, L. I. | Springer Verlag | 1996

Seepage and antiseepage measures in foundations of hydraulic structures

Malyshev, L. I. | Online Contents | 1996

Seepage and Antiseepage Measures in Foundations of Hydraulic Structures Dams

Malyshev, L. I. | British Library Online Contents | 1996

Hydraulic structures on previous foundations: seepage discharge and uplift pressure

Sarkaria, G.S. | Engineering Index Backfile | 1955