Dak Mi 4

Particulars

Owner: unknown

Designer: PECC2 (Power Engineering Consulting Company Nº2)

Contractor: IDICO General Construction Contractor

Purpose(s): Hydropower

Reservoir capacity: 313 m³x10⁶

Height: 90 metres

Length: 472 metres

Volume of RCC: 720 m³x10³

Total volume: 800 m³x10³

Start of Project: 04/07 (April 2007)

Start of RCC: 01/08 (January 2008)

End of RCC: 08/11 (August 2011)

End of Project: 04/12 (April 2012)

Country: Vietnam

River: Vu Gia

DMS Co-ordinates: 15˚27'12.33"N, 107˚49'54.44"E

DD Co-ordinates: 15.453424, 107.831665

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Slope	Type
0.48	RCC against formwork (GEVR/GE-RCC) [stepped face]
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Slope	Type
0.80	Traditional concrete against formwork

Layers (mm)	Lifts (mm)
300	300

Cement (kg/m³)
95

Pozzolan (kg/m³)	Pozzolan Type
125	Natural pozzolan (ASTM Class N)