Numerical Analysis on Seepage in the deep overburden CFRD

1st International Global on Renewable Energy and Development

Zeyu, G.U.O.^1 ; Junrui, Chai^1 ; Yuan, Q.I.N.^1

Xi'An University of Technology, China^1

关键词: Anti-seepage measures;    Complex foundation;    Concrete face rockfill dam;    Face rockfill dams;    Geological conditions;    Hydro-power resources;    Practical engineering;    Three dimensional seepage;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/100/1/012213/pdf
DOI  :  10.1088/1755-1315/100/1/012213

来源: IOP

【 摘 要 】

There are many problems in the construction of hydraulic structures on deep overburden because of its complex foundation structure and poor geological condition. Seepage failure is one of the main problems. The Combination of the seepage control system of the face rockfill dam and the deep overburden can effectively control the seepage of construction of the concrete face rockfill dam on the deep overburden. Widely used anti-seepage measures are horizontal blanket, waterproof wall, curtain grouting and so on, but the method, technique and its effect of seepage control still have many problems thus need further study. Due to the above considerations, Three-dimensional seepage field numerical analysis based on practical engineering case is conducted to study the seepage prevention effect under different seepage prevention methods, which is of great significance to the development of dam technology and the development of hydropower resources in China.