THE TRANSACTIONS
OF THE ELEVENTH INTERNATIONAL CONGRESS ON LARGE DAMS
LES COMPTES RENDUS
DU ONZIÈME CONGRÈS INTERNATIONAL
DES GRANDS BARRAGES
M !
MZIÈME CONGRÈS INTERNATIONAL DES GRANDS BARRAGES
ELEVENTH INTERNATIONAL CONGRESS ON LARGE DAMS
COMPTES RENDUS TRANSACTIONS
VOLUME III QUESTIONS N° 42-43
Bureau Central :
22 et 30, Avenuede Wagram - 75008 Paris
Central Office :
22 and30, Avenue de Wagram - 75008 Paris INTERNATIONAL COMMISSION
ON LARGE DAMS
MADRID, Espagne 11-15 Juin 1973
MADRID, Spain 11-15 June 1973
COMMISSION INTERNATIONALE DES GRANDS BARRAGES
Pages
PagesIII
1
977 978981
TABLE OF CONTENTS OF VOLUME III
Title question 42 Index of papers question 42 Papers question 42 : R. 1 to R. 53..
Title question 43...
Index of papers question 43 Papers question 43 : R. 1 to R. 22..
IV V
IV V 1 977 978 981 Ti tre de la question 42
Table des rapports de la question 42.
Rapports de la question 42 : R. 1 à R.53
Titre de la question 43
Table des rapports de la question 43.
Rapports question 43 : R. 1 à R. 22.
TAELE ,-ES MATIÈRES OLI VOLUME III
QUESTION 42
Objet
Scope membrane
IV
QUESTION 42
« Dispositif d’étanchéité et protection des talus des barrages en terre et des bar- rages en enrochements »
a) Impervious element :
Z) Position : core, upstream mem
brane, influence of curving.
ZZ) Materials : such as earth, concrete, bituminous mix.
ZZZ) Placement : method and equipmcnt Zv) Performance tests and praticai ex-
perience. Ageing.
/>) Protection of slopes :
Z) Materials : rock, soil-cement, va- rious types of paving.
ZZ) Performance.
d) Dispositif d’étanchéité : Z) Situation : noyau,
amont, influence de la courbure.
ZZ) Matériaux : corroi, béton, mélanges bitumineux.
ZZZ) Mise en place : méthodes et matè
rie!.
Zv) Essais de qualité et expérience pra- tique. Vieillissement.
b) Protection des talus :
Z) Matériaux : enrochements, sol-ci- ment, procédés divers.
ZZ) Qualités obtenues.
“ Impervious elements and slope prò- ?‘on on earth and rockfill dams ”
TABLE DES
RAPPORTS - INDEX OF
PAPERSQuestion n° 42
Pages
1
R. 2.17 R. 3.
25 R.
4.
45
R.
63
R. 6.
81 R. 7
101
R. 8.
125 R.
9.145 R.
10.165 R.
11.173
R.
12.191 R.
13.215 R.
14.237
V
RSALI (Turkey).
t. rmination of thè minimum number of samples for thè compaction . •mrol of impervious fìlls
E. l.ESNIUS (Sweden).
Some stability properties of a dam having an inclincd core J. K. WILKINS, W. R. M1TCHELL, M. D. F1TZPATRICK, T. LIG-
G1NS (Australia).
The design of Cethana concrete face rockfill dam T. J. SZCZEPANOWSKI (Australia).
Mcthods and equipment for slipforming of concrete faces on rockfill dams
G. E. BLIGHT (Rhodesia).
Stresscs in narrow cores and core trenches of dams W. LORENZ (Gennari Federai Republic).
The sealing element of thè dam of Mauthaus drinking water reservoir..
Groupe de Travail du Comité Franqais : PLICHON, CORDA, DIER- NAT, ROSSET, VALET, HUYNH, LEFEBVRE, LELU (Franco).
L’expérience fran^aise des masques amont en beton bitumineux M. A. H1NDLEY, C. P. THORNE, C. F. R. FITZHARDINGE (Aus
tralia),
The application of thc Bentonite Slurry Trench Method to construct simultaneously an impermeable core and a deep cut-off for thè Gra- hamstown dam
M. D. FITZPATRICK, T. B. LIGGINS, L. J. LACK, B. P. KNOOP (Australia).
Instrumentation and performance of Cethana dam A. KEZDI (Hungary).
Tensile and flexural strength of earth dam materials
H. F. W. K. ELGES, J. G. DU PLESSIS (Republic of South Africa).
Some aspects of thè methods of slope protection used in thè construc- tion of earth dams in thè Department of Water Afiairs
F. J. DE CAROLIS, R. E. BURNETT, M. S. VASILESCU, A. P. DAVIS, Jr. (U.S.Ai).
Embankment design and construction for thè Blenheim-Gilboa pumped Storage power project
K. V. TAYLOR (U.S.A).
Slope protection on earth and rockfill dams F. J. DAVIS, E. W. GRAY, Jr.; C. W. JONES (U.S.A.).
The use of soil-cement for slope protection
Pages
R. 15. 257
R.
16.
265
R.
17.281 R.
18.315
R.
19.341
R. 20.
R.
21.R. 22.
379 R. 23.
389
R.
24.399
R. 25.
419
R. 26.
431 R. 27.
457
R. 28.
477
R. 29.
501 R. 30.
525
R. 31.
541 R. 32.
551
R.33.
565 R.
34.
575
R.
35.601 R.
36.631
VI
R. R. W. BEENE, J. P. AHRENS (U.S.A.).
Wave tank studies for thè development of criteria for riprap A. GSAENGER (Genitali Federai Republic).
The asphalt sealing membrane of thè dam of Lech power plant Prem..
T. SAWADA, Y. NAKAZIMA, T. TANAKA (Japan).
Empirical research and practical design of rockfill dams with asphalt facing
A. D. M. PENMAN, J. A. CHARLES (Great Britairi).
Effect of thè posilion of thè core on thè behaviour of two rockR11 dams.
I. Z. KINAWY, W. K. SHENOUDA (Egypt).
Observations on performance settlemenl and movement measurements of High Aswan dam
H. W. KCENIG, K. H. IDEL (Gennany).
Report on thè behaviour of impervious surface of asphalt Z. MIKUCKI, W. MIODUSZEWSKI (Roland).
Sealing of « A » dam and water reservoir
J. KUDLIK, L. NOSEK, L. PRUSKA, J. STASTNY (Czechoslovakia).
The use of a plastic foil for reconstruction of an earth dam M. BROUSEK (Tchécoslovaquie).
La protection des parements des barrages en terre et en enrochements A. NOURESCU, C. CONSTANTINESCU, O. HOROD1NSCH1
E. LUCA (Roumanie).
Solutions d’étanchement et la protection des talus aux barrages cr.
matériaux locaux, exécutés en Roumanie L. BERNELL (Sweden).
Construction of slope protection on Swedish rockfill dams W. J. CARLYLE (Cren/ Britain).
The design and performance of thè core of Brianne dam
Groupe de Travail du Cornile Frantjais : CORDA, CEINTREY, DUN- GLAS DIERNAT, J. COMBELLES, LONGUEMARE, VIEU,
TERMINASSIAN.
Revétements en matériaux nouveaux. État des recherches et premières réalisations fran?aises
Groupe de Travail du Cornile Francis : H. VIEU, PAUBEL, CARON, TERMINASSIAN (Frante).
Noyaux d’étanchéité intemes
M. TAKAHASHI, K. NAKAYAMA (Japan).
The effect of regional conditions in Japan on design and construction of impervious elements of rockfill dams
B. GILG (Switzerland).
The impervious System of thè Mattmark dam H. HALTER, F. MOLINA ROA (Perù).
Seepage control provisions for Huinco reservoir
V. I. VUTSEL, P. P. LISTROVOY, M. P. MALYSHEV, V. I. SHCHER- BINA (U.S.S.R.).
Measures providing impermeability of thè Nurek dam P. COOLEY (Great Britairi).
Queen Elizabeth II reservoir : condition of clay core Wall W. SCHOBER (Austria).
Considerations and Investigations for thè design of a rockfill dam with a 92 m high bituminous mix core
D. I. FORBES, J. L. GORDON, S. E. RUTLEDGE (Canada).
Concrete diaphragm Wall. Bighom dam J. G. GAUTHIER, G. S. LAROCQUE (Canada).
Empiei de panneaux en beton comme éléments de stabilisation et d’irn- perméabilisation
Pages
38.
R.
655 R.
39.
683
40.
R.
707
R. 41.719 R.
42.743 R. 43.
769 789 R.
;5.801 R.
-:6.817 R. 47.
827 R.
48.843 R.
49.861 R. 50.
873
R. 51.
891
R. 52.923
R. 53.
953
VII
N. L. LVERSON, A. S. R1NGHEIM (Canada).
Upstream slope protection at Gardiner and Qu’Appelle river dams...
A. D. McCONNELL, R. N. SEEMEL, H. J. O’BEIRNE (Canada).
Freeboard and slope protection of Dykes for thè Churchill falls project.
Y. K. MURTHY, J. N. SR1VASTAVA, S. K. BHATIA (India).
Influence of core position on stability of rockfill dam founded on sand, gravel and boulder deposits in seismic zone
K. C. GOYAL, J. N. SRIVASTAVA, V. K. JOSHI (India).
Jmpervious materiate and slope protection at Ramganga dam B. R. PALTA, J. C. MALHOTRA, M. L. AGARWAL (India).
fmpervious core and slope protection of Beas dam A. J. WGESTENENK (Netherlands).
■Jse of asphalt for slope protection on earth and rockfill dams R. <4. ■ ' MAKSIMOVIC (Yugoslavia).
Optimum position of thè centrai clay core of a rockfill dam in respect to arching and hydraulic fracture
R1ENOSSL (Austria).
jnbankment dams with asphaltic-concrete cores. Experience and recent test results
C 1NNERHOFER (Austria).
Asphaltic concrete facing of thè Rifa, Partenen and Latschau balancing rcservoirs
A. LOHR, A. FEINER (Germany).
Asphaltic concrete cores experiences and devclopments J. A. HERRERAS (Spaiti).
The membrane of thè Pozo De Los Ramos dam A. BALTANAS GARC1A (Espagne).
Barrage de Tirajana : un problème
Korea water resources development corporation (Korea).
Sand and gravel embankment in winter season in thè Soyang Gang dam.
K. BELBACHIR, B. MONTEL, L. CHERVIER (Algérie).
Comportement des masques d’étanchéité en beton bitumineux des bar- rages du Secretariat d’État à l’Hydraulique algérien...
G. BALDOV1N, A. GHIRARD1N1 (Italy).
Ogliastro reservoir peripherical rockfill dam, with 90 000 m2 upstream bituminous membrane
Z. K1NAWY, K. SHENOUDA, M. SHETA (Egypt.).
Selcction of construction materiate and mcthods of their placement in thè High Aswan dam
