Investigation of the contact strength of concrete dams on rock foundations: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Investigation of the contact strength of concrete dams on rock foundations

Shirobokov, E. I.

Conclusions 1. A model of the contact strength of a plate and foundation made of plaster is proposed which is based on the second theory of strength of materials. The results of laboratory experiments confirm this model. 2. The result of treating the plate experiments for the Krasnoyarsk and Bratsk stations by the proposed method of evaluating the strength of the concrete-rock joint gave a smaller scatter of the strength values than in the case of treatment by the Coulomb relation. However, the problem of the strength of the concrete-rock joint is rather complex and requires further elaboration.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Investigation of the contact strength of concrete dams on rock foundations

Shirobokov, E. I.

Conclusions 1. A model of the contact strength of a plate and foundation made of plaster is proposed which is based on the second theory of strength of materials. The results of laboratory experiments confirm this model. 2. The result of treating the plate experiments for the Krasnoyarsk and Bratsk stations by the proposed method of evaluating the strength of the concrete-rock joint gave a smaller scatter of the strength values than in the case of treatment by the Coulomb relation. However, the problem of the strength of the concrete-rock joint is rather complex and requires further elaboration.

Investigation of the contact strength of concrete dams on rock foundations

Shirobokov, E. I.

Conclusions 1. A model of the contact strength of a plate and foundation made of plaster is proposed which is based on the second theory of strength of materials. The results of laboratory experiments confirm this model. 2. The result of treating the plate experiments for the Krasnoyarsk and Bratsk stations by the proposed method of evaluating the strength of the concrete-rock joint gave a smaller scatter of the strength values than in the case of treatment by the Coulomb relation. However, the problem of the strength of the concrete-rock joint is rather complex and requires further elaboration.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Investigation of the contact strength of concrete dams on rock foundations

Contributors:

Shirobokov, E. I. (author)

Published in:

Hydrotechnical Construction ; 7 ; 643-647

Publication date:

1973-07-01

Size:

5 pages

ISSN:

1570-1468 , 0018-8220

DOI:

https://doi.org/10.1007/BF02377254

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Energy Source , Laboratory Experiment , Power Generation , Power Engineer , Renewable Energy Source Engineering , Energy Technology , Power Electronics, Electrical Machines and Networks , Renewable and Green Energy , Geoengineering, Foundations, Hydraulics

Similar titles

Investigation of the contact strength of concrete dams on rock foundations

Shirobokov, E. I. | Online Contents | 1973

Lightweight Concrete Dams on Rock Foundations

L. V. Oleshkevich | NTIS | 1976

Reliability of rock foundations of concrete dams

Kalustyan, É. S. | Springer Verlag | 1983

Study of rock foundations of concrete dams

Serafim, J.L. | Engineering Index Backfile | 1964

Reliability of rock foundations of concrete dams

Kalustyan, É. S. | Online Contents | 1983