Analysis on Seismic Response Spectrum of Different Slope Ratio Dam

Peng Xiang Shen; Wei Shui Fei; Wen Lian Liu; Zhi Qiang Wu

doi:10.4028/www.scientific.net/AMR.1092-1093.1341

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1092-1093Analysis on Seismic Response Spectrum of Different...

Analysis on Seismic Response Spectrum of Different Slope Ratio Dam

Abstract:

The actual tailings dam as an object, analyzes on tailings dam of the different slope ratio, which under earthquake dynamic response characteristics and stability. The results show that, with the increase of the tailings dam slope than the maximum relative displacement becomes larger, the absolute acceleration amplification factor decreases. In the same slope ratio, the tailings dam displacement and maximum acceleration dam piled high with increased accumulation becomes larger. Sand soil absorption of seismic waves of high frequency, low frequency component.

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Periodical:

Advanced Materials Research (Volumes 1092-1093)

Pages:

1341-1345

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1092-1093.1341

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Online since:

March 2015

Authors:

Peng Xiang Shen, Wei Shui Fei*, Wen Lian Liu, Zhi Qiang Wu

Keywords:

Amplification Factor, Dynamic Characteristics, Outer Slope Ratio of Dam, Spectrum

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* - Corresponding Author

References

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