Study on Stability of Dayantang Landslide under the Engineering Disturbance and Rainfall

Jian Jun Zhou; Hua Deng; Hao Peng

doi:10.4028/www.scientific.net/AMR.594-597.415

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597Study on Stability of Dayantang Landslide under...

Study on Stability of Dayantang Landslide under the Engineering Disturbance and Rainfall

Abstract:

Dayantang slope was stable before Shuibuya project construction. Based on the long-term safety monitoring, it has appeared the obvious deformation during the project construction. According the monitoring datas, the stability of the landslide before and after the construction was discussed and analyzed. Considering the rainfall effect on landslide after it has been strongly anthropogenic disturbance, the numerical results show that it is in critical steady state without rainfall, while get worse and even unstable failure under the influence of the intensive rain and the long period of rainfall.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

415-418

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.415

Citation:

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Online since:

November 2012

Authors:

Jian Jun Zhou*, Hua Deng, Hao Peng

Keywords:

Dayantang Landslide, Deformation Characteristic, Engineering Activities, Stability Analysis

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* - Corresponding Author

References

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