Grout curtain in the foundation of the earth dam of the Maina hydroelectric station

1987 ◽  
Vol 21 (11) ◽  
pp. 650-655
Author(s):  
N. N. Zhurkina



1999 ◽  
Vol 33 (5) ◽  
pp. 320-325
Author(s):  
V. I. Dzhurik ◽  
A. D. Basov ◽  
A. F. Drennov ◽  
V. I. Yushkin


1992 ◽  
Vol 26 (1) ◽  
pp. 63-66
Author(s):  
V. V. Tetel'min ◽  
E. D. Losev ◽  
A. P. Khokhlov


1974 ◽  
Vol 8 (10) ◽  
pp. 914-916
Author(s):  
I. S. Ronzhin ◽  
A. D. Osipov ◽  
V. Kh. Gol'tsman ◽  
A. B. Yumatov


2012 ◽  
Vol 452-453 ◽  
pp. 538-542 ◽  
Author(s):  
Abdelkader Djehiche ◽  
Rekia Amieur ◽  
Mustafa Gafsi

This paper presents an experimental study of a homogenous earth dam. The work is focused to the search of solutions of problems encountered in the earth dams after their construction. One of the major problems is the choice and design of systems of drainage. The effective drainage system to prevent harmful accumulations of excess water is one of the most important roles of dams. Efficient drainage systems can improve the safety of earth dams. The paper presented herein reports the results obtained from the experimental study. Empiric relations have been obtained which can be help in the control of the flow rate in the chimney drain of the earth dams on pervious foundation, which can increase safety earth dams



2021 ◽  
Author(s):  
Hassiba Beghzim ◽  
Toufik Karech ◽  
Tayeb Bouzid

Abstract The analysis of the failure due to the effect of the propagation of normal and reversed faults with different angles of inclination and by sliding through the Ourkiss dam isstudied numerically. Mainly at the end of construction and at the highest water level, for this purpose the non-linear finite difference method is used considering four fault angles of inclination, activated at the center of the base of the embankment.The results of the study show that the shear stress values increase with the increase of the vertical base displacement imposed in both conditions of the dam state, and this for both normal and overturned faults.



2016 ◽  
Vol 8 (10) ◽  
pp. 877 ◽  
Author(s):  
Wei Zhou ◽  
Shaolin Li ◽  
Zhiwei Zhou ◽  
Xiaolin Chang


2015 ◽  
Vol 5 (1) ◽  
pp. 62-70 ◽  
Author(s):  
Mikhail I. BAL’ZANNIKOV

The earth dam of run-of-river unit - Kuybishevskaya hydro-electric power station on Volga - is viewed. The main characteristics of earth dam, particularities of its construction and exploitation are presented. The factors that have changed initial design specifications of its exploitation are highlighted. Evaluation of geometrics of earth dam in different exploitation periods and potential causes of their tolerance are analyzed. Measures for exploitation reliability growth are proposed.



1981 ◽  
Vol 15 (11) ◽  
pp. 706-711
Author(s):  
Yu. D. Gavrilyuk ◽  
A. G. Mel'nikov ◽  
A. A. Sirotkin ◽  
A. V. Shlychkov


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