3D Finite Element Analysis of Concrete Face Rockfill Dam

Article Preview

Abstract:

Concrete face rockfill dam has the certain superiority in the construction of dam. Duncan-Chang nonlinear elastic model is selected as the dam materials in ABAQUS, which is an nonlinear finite element analysis software. Stresses and deformations of the concrete face rockfill dam are analyzed during its completion, operation and water level drawdown periods. Study shows that all results meet the requirements of the project, and have referenced value for other similar engineering.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

264-267

Citation:

Online since:

November 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] DL5077-1997, Load Design Criterion on Hydraulic Structure, China Waterpower Press, Beijing, 1997.

Google Scholar

[2] Z. Fu, J. Feng, Concrete Face Rock-fill Dam, Huazhong University of Science and Technology Press, Wuhan, 1993.

Google Scholar

[3] Z. Xu, Study on Stress and Deformation of Concrete Face Rock-Fill Dam, The Yellow River Water Conservancy Press, Zhengzhou, 2005.

Google Scholar

[4] J. Qian, Z. Yin, Principle and Calculation of Soil, second edition, China Waterpower Press, Beijing, 1996.

Google Scholar

[5] W. Song, Deformation and stress analysis of Sanbanxi concrete face rockfill dam, Journal of Hydroelectric Engineering, 6 (2006) 34-38.

Google Scholar

[6] X. Kong, S. Lou, D. Zhou, The equivalent dynamic shear modulus and equivalent damping ratio of rockfill material for dam, Journal of Hydraulic Engineering, 8 (2001) 20-23.

Google Scholar

[7] H. Jiang, The Modern Computational Method and Program of Hydraulic Structure Engineering and Geotechnical Engineering, Hehai University Press, Nanjing, 1992.

Google Scholar