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

Abstract:

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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.

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Edited by:

Chaohe Chen, Yong Huang and Guangfan Li

Pages:

4608-4613

DOI:

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

Citation:

L. N. Guo et al., "Deep Sliding Stability Analysis of Gravity Dam Based on FEM Strength Reduction", Advanced Materials Research, Vols. 243-249, pp. 4608-4613, 2011

Online since:

May 2011

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Price:

$35.00

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