Dam Search Results
Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the table below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
← Scroll the table horizontally to view its entire width →
| Name | Country | Owner | Purpose | River | Reservoir capacity (m3x106) | Construction dates | Dimensions | Volume | Facings | Placement | Cementitious material | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Start | Finish | Height | Length | RCC | Total | Upstream | Downstream | Spillway | Layers | Lifts | Cement | Pozzolan | ||||||||||||
| Project | RCC | RCC | Project | (m) | (m) | (m3x103) | (m3x103) | Slope | Type | Slope | Type | Slope | Type | (m) | (m) | (kg/m3) | (kg/m3) | |||||||
| De Mist Kraal | South Africa | Department of Water & Sanitation | I W | Little Fish | 4 | 09/84 | 05/86 | 08/86 | 10/87 | 30 | 300 | 35 | 65 | V | (1) | 0.60 | (1)* | 0.60 | (1)* | 250 | 250 | 58 | 58 | (F) |
| Dodairagawa | Japan | Gunma Prefecture | F W | Kabura | 5 | 03/86 | 06/88 | 01/90 | 03/92 | 70 | 300 | 167 | 350 | V 0.40 | (1) (1) | 0.75 | (1) | 0.75 | (1) | 180 | 500 | 96 | 24 | (F) |
| Satsunaigawa | Japan | Hokkaido Development Bureau | F H I W | Satsunai | 54 | 02/87 | 04/91 | 10/95 | 03/99 | 114 | 300 | 536 | 770 | 0.40 | (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 78 | 42 | (S) |
| do Peixe | Brazil | CPEE (Companhia Paulista de Energia Elétrica) | H | do Peixe | 2 | 02/96 | 12/96 | 12/97 | - /98 | 32 | 300 | 20 | 34 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 120 90 | 0 0 | (-) |
| Pirapama | Brazil | CAGEPE (Companhia Pernambucana de Saneamento) | W | Pirapama | 61 | - /00 | - /00 | - /01 | - /01 | 25 | 300 | 87 | 137 | (1) | 300 | 300 | 72 | 18 | (-) | |||||
| Estreito | Brazil | F I R W | Curimatá | 24 | - /97 | - /00 | - /01 | 11/02 | 26 | 300 | 12 | 14 | 300 | 300 | 64 | 16 | (N) | |||||||
| Wala | Jordan | Jordan Valley Authority, Ministry of Water and Irrigation | G | Wala | 9 | 01/99 | 10/00 | 04/02 | 04/03 | 52 | 300 | 240 | 260 | 0.30 | (1) | 0.70 | (1)* | 0.70 | (1)* | 300 | 300 | 120 100 | 0 0 | (-) |
| Tukahe | China | Datang International Power Generation Co. Ltd. | H | Lixian | 78 | 04/04 | 12/05 | - /06 | - /07 | 59 | 300 | 255 | 570 | V | (3') | (3') | (3') | 300 | 3000 | 65 93 | 110 113 | (S) | ||
| Ludesa [H-F] | Brazil | CPFL Renovaveis | H | Chapecó | 142 | - /06 | - /06 | - /07 | 04/07 | 25 | 300 | 1.50 | 1.50 | 0.75 | ||||||||||
| Adnan Mendres (formerly Çine) | Turkey | DSI - State Hydraulic Works | F H I W | Çine | 350 | 12/95 | 11/04 | 04/10 | 10/11 | 137 | 300 | 1560 | 1650 | 0.10 0.20 | (7') | 0.85 | (7') | 0.85 | (7') | 300 | 300 | 85 75 | 105 95 | (F) |
| Grand Poubara | Gabon | Ministries of Mining, Energy, Oil and Water Resources | H | Ogooué | 11/08 | - /10 | - /12 | 08/13 | 37 | 300 | 105 96 | 70 64 | (F) | |||||||||||
| Spring Grove | South Africa | TCTA (Trans Caledon Tunnel Authority) | W | Mooi | 140 | 03/11 | 06/12 | 05/13 | 05/14 | 39 | 300 | 96 | 114 | (3') | (3')* | 300 | 300 | 50 | 110 | (F) | ||||
| Yalnızardıç | Turkey | Akköy Energy A.S. | H | Gevne | 109 | - /09 | - /11 | - /14 | - /15 | 113 | 300 | 490 | ||||||||||||
| Dayakou [A] | China | Guangdong Yuedian Group Co., Ltd | H | Nanpeng | 170 | - /13 | - /14 | - /15 | - /16 | 99 | 300 | 210 | ||||||||||||
| Wala Dam Raise | Jordan | Jordan Valley Authority, Ministry of Water and Irrigation | G | Wala | 26 | 09/17 | 06/19 | 10/19 | 07/20 | 67 | 300 | 80 | 82 | 0.30 | (1) | 0.70 | (1)* | 0.70 | (1)* | 300 | 300 | 98 | 52 | (N) |
| Rio do Peixe | Brazil | CPFL Energias Renovavies S.A. | H | do Peixe | - /18 | - /20 | - /21 | 07/22 | 32 | 300 | ||||||||||||||
| Hirase | Japan | F H W | Nishiki | 30 | - /10 | - /16 | - /23 | - /24 | 73 | 300 | 340 | |||||||||||||
| Assif Ouender | Morocco | AREP (Regional Project Execution Agency) | F I R W | Assif Ouender | 15 | 11/23 | - /25 | 03/26 | 06/26 | 45 | 300 | V | 0.90 | 0.90 | ||||||||||
| Shafaroud | Iran | Iran Water & Power Development Company (IWPCo) | H I W | Shafaroud | 52 | 03/12 | 03/20 | 07/24 | 11/25 | 101 | 300 | 725 | 740 | 0.10 0.50 | (3') | 0.80 | (3')* | 0.80 | (12) | 300 | 300 | |||
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Search again
Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the list below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
Details
Country: South Africa
Owner: Department of Water & Sanitation
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Little Fish
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: 09/84
Start of RCC: 09/84
End of RCC: 08/86
End of Project: 10/87
Specifications
Height: 30 metres
Length: 300 metres
Volume of RCC: 35 m3x103
Total volume: 65 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 250 |
Cementitious material
| Cement (kg/m3) |
|---|
| 58 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 58 | Low-lime flyash (ASTM Class F) |
Details
Country: Japan
Owner: Gunma Prefecture
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Kabura
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 03/86
Start of RCC: 03/86
End of RCC: 01/90
End of Project: 03/92
Specifications
Height: 70 metres
Length: 300 metres
Volume of RCC: 167 m3x103
Total volume: 350 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.40 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 180 | 500 |
Cementitious material
| Cement (kg/m3) |
|---|
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 24 | Low-lime flyash (ASTM Class F) |
Details
Country: Japan
Owner: Hokkaido Development Bureau
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Satsunai
Reservoir capacity: 54 m3x106
Construction Dates
Start of Project: 02/87
Start of RCC: 02/87
End of RCC: 10/95
End of Project: 03/99
Specifications
Height: 114 metres
Length: 300 metres
Volume of RCC: 536 m3x103
Total volume: 770 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.40 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 78 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 42 | Ground-granulated blast-furnace slag |
Details
Country: Brazil
Owner: CPEE (Companhia Paulista de Energia Elétrica)
Type: Gravity
Purpose(s): Hydropower
River: do Peixe
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 02/96
Start of RCC: 02/96
End of RCC: 12/97
End of Project: -/98
Specifications
Height: 32 metres
Length: 300 metres
Volume of RCC: 20 m3x103
Total volume: 34 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
| 0 |
Details
Country: Brazil
Owner: CAGEPE (Companhia Pernambucana de Saneamento)
Type: Gravity
Purpose(s): Water Supply
River: Pirapama
Reservoir capacity: 61 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/01
End of Project: -/01
Specifications
Height: 25 metres
Length: 300 metres
Volume of RCC: 87 m3x103
Total volume: 137 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 18 | No pozzolan used |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Curimatá
Reservoir capacity: 24 m3x106
Construction Dates
Start of Project: -/97
Start of RCC: -/97
End of RCC: -/01
End of Project: 11/02
Specifications
Height: 26 metres
Length: 300 metres
Volume of RCC: 12 m3x103
Total volume: 14 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 64 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 16 | Natural pozzolan (ASTM Class N) |
Details
Country: Jordan
Owner: Jordan Valley Authority, Ministry of Water and Irrigation
Type: Gravity
Purpose(s): Groundwater Recharge
River: Wala
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 01/99
Start of RCC: 01/99
End of RCC: 04/02
End of Project: 04/03
Specifications
Height: 52 metres
Length: 300 metres
Volume of RCC: 240 m3x103
Total volume: 260 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.30 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
| 0 |
Details
Country: China
Owner: Datang International Power Generation Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Lixian
Reservoir capacity: 78 m3x106
Construction Dates
Start of Project: 04/04
Start of RCC: 04/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 59 metres
Length: 300 metres
Volume of RCC: 255 m3x103
Total volume: 570 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| 93 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 110 | Ground-granulated blast-furnace slag |
| 113 |
Details
Country: Brazil
Owner: CPFL Renovaveis
Type: Hardfill
Purpose(s): Hydropower
River: Chapecó
Reservoir capacity: 142 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: 04/07
Specifications
Height: 25 metres
Length: 300 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 1.50 |
Downstream
| Slope | Type |
|---|---|
| 1.50 |
Spillway
| Slope | Type |
|---|---|
| 0.75 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Çine
Reservoir capacity: 350 m3x106
Construction Dates
Start of Project: 12/95
Start of RCC: 12/95
End of RCC: 04/10
End of Project: 10/11
Specifications
Height: 137 metres
Length: 300 metres
Volume of RCC: 1560 m3x103
Total volume: 1650 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | RCC against precast concrete panels (GEVR/GE-RCC) |
| 0.20 |
Downstream
| Slope | Type |
|---|---|
| 0.85 | RCC against precast concrete panels (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.85 | RCC against precast concrete panels (GEVR/GE-RCC) |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 85 |
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 105 | Low-lime flyash (ASTM Class F) |
| 95 |
Details
Country: Gabon
Owner: Ministries of Mining, Energy, Oil and Water Resources
Type: Gravity
Purpose(s): Hydropower
River: Ogooué
Reservoir capacity: -
Construction Dates
Start of Project: 11/08
Start of RCC: 11/08
End of RCC: -/12
End of Project: 08/13
Specifications
Height: 37 metres
Length: 300 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 105 |
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 70 | Low-lime flyash (ASTM Class F) |
| 64 |
Details
Country: South Africa
Owner: TCTA (Trans Caledon Tunnel Authority)
Type: Gravity
Purpose(s): Water Supply
River: Mooi
Reservoir capacity: 140 m3x106
Construction Dates
Start of Project: 03/11
Start of RCC: 03/11
End of RCC: 05/13
End of Project: 05/14
Specifications
Height: 39 metres
Length: 300 metres
Volume of RCC: 96 m3x103
Total volume: 114 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 110 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: Akköy Energy A.S.
Type: Gravity
Purpose(s): Hydropower
River: Gevne
Reservoir capacity: 109 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/14
End of Project: -/15
Specifications
Height: 113 metres
Length: 300 metres
Volume of RCC: 490 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: China
Owner: Guangdong Yuedian Group Co., Ltd
Type: Thin Arch
Purpose(s): Hydropower
River: Nanpeng
Reservoir capacity: 170 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/15
End of Project: -/16
Specifications
Height: 99 metres
Length: 300 metres
Volume of RCC: -
Total volume: 210 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Jordan
Owner: Jordan Valley Authority, Ministry of Water and Irrigation
Type: Gravity
Purpose(s): Groundwater Recharge
River: Wala
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: 09/17
Start of RCC: 09/17
End of RCC: 10/19
End of Project: 07/20
Specifications
Height: 67 metres
Length: 300 metres
Volume of RCC: 80 m3x103
Total volume: 82 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.30 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 98 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 52 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: CPFL Energias Renovavies S.A.
Type: Gravity
Purpose(s): Hydropower
River: do Peixe
Reservoir capacity: -
Construction Dates
Start of Project: -/18
Start of RCC: -/18
End of RCC: -/21
End of Project: 07/22
Specifications
Height: 32 metres
Length: 300 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Nishiki
Reservoir capacity: 30 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/23
End of Project: -/24
Specifications
Height: 73 metres
Length: 300 metres
Volume of RCC: -
Total volume: 340 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Morocco
Owner: AREP (Regional Project Execution Agency)
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Assif Ouender
Reservoir capacity: 15 m3x106
Construction Dates
Start of Project: 11/23
Start of RCC: 11/23
End of RCC: 03/26
End of Project: 06/26
Specifications
Height: 45 metres
Length: 300 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.90 |
Spillway
| Slope | Type |
|---|---|
| 0.90 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Iran
Owner: Iran Water & Power Development Company (IWPCo)
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Shafaroud
Reservoir capacity: 52 m3x106
Construction Dates
Start of Project: 03/12
Start of RCC: 03/12
End of RCC: 07/24
End of Project: 11/25
Specifications
Height: 101 metres
Length: 300 metres
Volume of RCC: 725 m3x103
Total volume: 740 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | RCC against formwork (GEVR/GE-RCC) |
| 0.50 |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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