Force Analysis for Asphalt Concrete Inclined Wall Rockfill Dam of Zhengcha Reservoir

Abstract:

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

• Periodical: Applied Mechanics and Materials (Volumes 488-489)
• Pages: 597-600
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.488-489.597
• Online since: January 2014
• Authors: Xiang Zan Xie*
• Keywords: Asphalt Concrete, Force Analysis, Rock-Fill Dam, Stress Distribution

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).