摘要
Hydropower development in China is concentrated in the country's western regions.Among all the rivers in China,the lower course of the Jinsha River contains the richest hydro-energy resource,and therefore,4 mammoth hydropower plants are under construction on this particular section of the river at Wudongde,Baihetan,Xiluodu,and Xiangjiaba.The water-blocking structures of the hydropower facilities at Wudongde,Baihetan and Xiluodu are all arch dams of around 300 m high.In view of changes in the geological conditions at the foundation of the Xiluodu dam on the riverbed after excavation started,the designs of expanding foundation surface excavation and dovetailing the dam body and foundation rock on both upstream and downstream sides were introduced,allowing the arch dam and foundation to fit each other and improving the stress conditions of the dam body and foundation.By dividing the dam body into various concrete sections,the dynamic properties of concrete were adequately adjusted to the distribution of stress in the dam body.In addition,the use of the most optimal concrete material and mixture ratio allowed thermodynamics of concrete to satisfy the requirements of the strength,durability,temperature control and crack prevention of the concrete.Moreover,rigorous temperature control measures were introduced to prevent harmful cracking,thus enhancing the integrity of the arch dam.Furthermore,sophisticated construction machinery,scientific testing methods,and sound construction techniques were employed to ensure the uniformity and reliability of concrete placement.The "Digital Dam" for the Xiluodu project,which is based on the theory of total life cycle,has supplied strong support for construction process control and decision-making.
Hydropower development in China is concentrated in the country＇ s western regions. Among all the rivers in China, the lower course of the Jinsha River contains the richest hydro-energy resource, and therefore, 4 mammoth hy- dropower plants are under construction on this particular section of the river at Wudongde, Baihetan, Xiluodu, and Xiangjiaba. The water-blocking structures of the hydropower facilities at Wudongde, Baihetan and Xiluodu are all arch dams of around 300 m high. In view of changes in the geological conditions at the foundation of the Xiluodu dam on the riverbed after excavation started, the designs of expanding foundation surface excavation and dovetailing the dam body and foundation rock on both upstream and downstream sides were introduced, allowing the arch dam and foundation to fit each other and improving the stress conditions of the dam body and foundation. By dividing the dam body into various concrete sections, the dynamic properties of concrete were adequately adjusted to the distribution of stress in the dam body. In addition, the use of the most optimal concrete material and mixture ratio allowed thermodynamics of concrete to satisfy the requirements of the strength, durability, temperature control and crack prevention of the concrete. Moreover, rigorous temperature control measures were introduced to prevent harmful cracking, thus enhancing the integrity of the arch dam. Furthermore, sophisticated construction machinery, scientific testing methods, and sound construction tech- niques were employed to ensure the uniformity and reliability of concrete placement. The ＂Digital Dam＂ for the Xiluodu project, which is based on the theory of total life cycle, has supplied strong support for construction process control and decision-making.
