Table 2: Design summary of CFRDs constructed in Turkey
| Dam |
H* (m) |
Upstream slope |
Downstream slope |
Foundation rock |
Source of rockfill |
A** (m2) |
Shape factor (A/H2) |
d*** (m) |
Plinth |
|
| |
|
|
|
|
|
|
|
|
Width (m) |
Thickness (m) |
Grouting |
| Kurtun |
133,00 |
1,0-1,41 |
1,0-1,5 |
Granodiorite |
Granodiorite-Diabase |
28.392 |
1.61 |
0,30 +0.003H |
4,0-7.0 |
0.40-0.70 |
2 rows consolidation grouting with 3,0m spacing and 9,00m depth; Curtain grouting with 3,0m spacing depth of (H/3+15) m |
| Torol |
152,00 |
1,0-1,41 |
1,0-1,5 |
Limestone-Basalt-Tuff |
Basalt-Granite |
36.387 |
1.57 |
0,35 +0.003H |
4,0-8.0 |
0.40-0.70 |
2 rows consolidation grouting with 3,0m spacing and 16,00m depth; Curtain grouting with 3,0m spacing and a depth of 47.0m to 52.0m |
| Atasu |
118,00 |
1,0-1,41 |
1,0-1,5 |
Basalt-Andesite |
Diorite-Basalt-Limestone |
36.943 |
2.65 |
0,30 +0.0035H |
4,0-10.5 |
0.40-0.70 |
2 rows consolidation grouting with 3,0m spacing and 11,00m depth; Curtain grouting with 3,0m spacing depth of (H/3) m |
| Dim |
134,50 |
1,0-1,4 |
1,0-1,5 |
Schist-Limestone |
Limestone |
40.521 |
2.24 |
0,30 +0.0035H |
5.0-9.5 |
0.40-0.70 |
2 rows consolidation grouting with 3,0m spacing and 10,00m depth; Curtain grouting with 3,0m spacing depth 26.0m to 44.0m |
| Gordes |
94,90 |
1,0-1,4 |
1,0-1,5 |
Schist-Marble |
Basalt-Limestone |
53.954 |
6.53 |
0,35 +0.0031H |
5,0-9.5 |
0.40-0.70 |
2 rows consolidation grouting with 3,0m spacing and 10,00m depth; Curtain grouting with 3,0m spacing and 37.0m depth |
| Marmaris |
74 |
1,0-1,6 |
1-1,6 |
Peridotite |
Dunite |
23,000 |
5.79 |
0,30 +0.0033H |
4,0-5.27 |
0.34-0.62 |
2 rows consolidation grouting with 3,0m spacing and 7,5m depth; Curtain grouting with 3,0m spacing and 40.0m depth |
(*) Height from foundation
(**) Area of concrete-faced slab
(***) Thickness of concrete-faced slab
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