Three-Dimensional Finite Element Force Analysis for Rockfill Dam of Changjiakeng Reservoir

Article Preview

Abstract:

Through analyzing rockfill dam structures mechanical characteristics in construction process and operational process, this paper adopts finite element method to carry out structural analysis for rockfill dam of Changjiakeng reservoir. Deducing distribution law of the dams stress and displacement in construction process and operational process. Analysis results show that, rockfill dam construction of Changjiakeng reservoir is reasonable, it meets the requirements for design. The analysis results provide a certain reference for design and construction of rockfill dam structure.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

311-315

Citation:

Online since:

September 2013

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

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

Google Scholar

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

Google Scholar

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

Google Scholar

[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).

Google Scholar

[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).

Google Scholar