On Controlled Blasting Technique in the Second Gradient Dam of Huaguangtan Hydropower Station
Mei Han
Abstract
Mei Han
Abstract
The first phase concrete cofferdams and the left bank dam foundation excavation of the second gradient dam of the Huaguangtan Hydropower Station is very close to the right bank dam block No.3 by 15m to 2.0 m,where the concrete has been poured few days ago.The essy illustrates the feasible construction procedure and blasting parameters according to the testing result on spot,which is on the reference of the other similar construction experience in China.The success of the controlled blasting technique used in this project can make some use for reference to other similar projects or conditions.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
The first phase concrete cofferdams and the left bank dam foundation excavation of the second gradient dam of the Huaguangtan Hydropower Station is very close to the right bank dam block No.3 by 15m to 2.0 m,where the concrete has been poured few days ago.The essy illustrates the feasible construction procedure and blasting parameters according to the testing result on spot,which is on the reference of the other similar construction experience in China.The success of the controlled blasting technique used in this project can make some use for reference to other similar projects or conditions.
Key concepts: Cofferdam, Hydropower, Foundation (evidence), Rock blasting, Geotechnical engineering, Excavation, Engineering, Civil engineering