Structure Analysis for Residual Concrete Inclined Wall Rockfill Dam of Sanjiazi Hydropower Station

Abstract:

In this paper, finite element simulative analysis is proceeded for residual concrete inclined wall rockfill dam Sanjiazi hydropower station. Deducing variation law of the dams stress and displacement in construction process and operating process. The analytic results are shown:residual concrete inclined wall rockfill dam Sanjiazi hydropower station is reasonable structure, and every index meets the requirements for design. Research results provide reference for structure design of residual concrete inclined wall rockfill dam.

• Periodical: Applied Mechanics and Materials (Volumes 488-489)
• Pages: 593-596
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.488-489.593
• Online since: January 2014
• Authors: Min Tan*
• Keywords: Hydropower Station, Residual Concrete, Rock-Fill Dam, Stress Distribution

References

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