Structural Analysis for Bitumen Residuum Concrete Inclined Wall Rockfill Dam of Fengguo Reservoir

Abstract:

Through analyzing bitumen residuum concrete inclined wall rockfill dam structures mechanical characteristics in construction process and operational process, this paper adopts finite element method to carry out structural analysis for bitumen residuum concrete inclined wall rockfill dam of Fengguo reservoir. Deducing distribution law of the dams stress and displacement in construction process and operational process. Analysis results show that, bitumen residuum concrete inclined wall rockfill dam construction of Fengguo reservoir is reasonable, it meets the requirements for design.

• Periodical: Applied Mechanics and Materials (Volume 394)
• Pages: 385-389
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.394.385
• Online since: September 2013
• Authors: Dongy Yu Ji
• Keywords: Bitumen Residuum Concrete, Fengguo Reservoir, Finite Element Method (FEM), Rock-Fill Dam

References

[1] SL191-2008: Design Code for Hydraulic Concrete Structures(China Water Conservancy and Hydropower Press, China 2008)(in Chinese).

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

[3] X. CH. Wang: Finite Element Method(Tsinghua University Press, China 2003)(in Chinese).

[4] K.M. Cao, Y.S. Wang, J.J. Xu, S.H. Liu: Concrete Face Rockfill Dam(China Water Conservancy and Hydropower Press, China 2008)(in Chinese).

[5] X.Q. Luo, X.R. Ge: Concrete Face Rockfill Dam Stress and Strain Analysis Method Research(China Water Conservancy and Hydropower Press, China 2007)(in Chinese).