Deep Sliding Stability Analysis of Gravity Dam Based on FEM Strength Reduction

Li Na Guo; Tong Chun Li; Shan Shan Lu; Ya Jun Guo

doi:10.4028/www.scientific.net/AMR.243-249.4608

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Deep Sliding Stability Analysis of Gravity Dam...

Deep Sliding Stability Analysis of Gravity Dam Based on FEM Strength Reduction

Abstract:

Anti-sliding stability in deep foundation of Shatuo gravity dam is studied in this paper. Combined with the static and dynamic analysis of anti-sliding stability in deep foundation of gravity, strength reduction finite element method is used to do static calculation of anti-sliding stability firstly. The horizontal seismic strength can be gotten in order to be applied to the baseplane based on response spectrum method, thus dynamic calculation of anti-sliding stability can be carried out. The calculation result shows that static and dynamic anti-sliding stabilities in deep foundation of gravity meet the requirements.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

4608-4613

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.4608

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Online since:

May 2011

Authors:

Li Na Guo, Tong Chun Li, Shan Shan Lu, Ya Jun Guo

Keywords:

Deep Anti-Sliding Stability, Gravity Dam, Strength Reduction FEM Method

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