Research on Structure Force of Clay Core Wall Stone Slag Dam

Abstract:

The dam is a important structure in hydraulic key project, this paper adopts universal finite element calculation software to carry out three-dimensional finite element simulation analysis for clay core wall stone slag dam of Fushengqiao reservoir. Computer is fully used in calculation process, researching variation law of the dams stress and displacement in construction process and operational process. The research results offer some reference for design and construction of clay core wall stone slag dam.

• Periodical: Applied Mechanics and Materials (Volume 394)
• Pages: 376-380
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.394.376
• Online since: September 2013
• Authors: Ke Ding Liu
• Keywords: Clay Core Wall, Finite Element Method (FEM), Fushengqiao Reservoir, Stone Slag Dam

References

[1] G.X. Li: Advanced Soil Mechanics(Tsinghua university press, China 2005)(in Chinese).

[2] M.R. Shen, J.F. Chen: Rock Mechanics(Tongji University Press, China 2006)(in Chinese).

[3] B.F. Zhu: Finite Element Method Principle and Application(China Water Conservancy and Hydropower Press, China 1998)(in Chinese).

[4] J.X. Mai: Hydraulic Structures(Tsinghua University Press, China 2005)(in Chinese).

[5] M.H. Li, F.H. Wang: Earth-rockfill Dam Design and Construction(China Water Conservancy and Hydropower Press, China 2011)(in Chinese).