Study on Stability of the High Rock Slope under the Flood Discharge Atomization and Rainfall

Zhen Zhong Shen; Bai Song Nie; Li Qun Xu; Lei Yang; Ning Wang

doi:10.4028/www.scientific.net/AMM.620.205

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 620Study on Stability of the High Rock Slope under...

Study on Stability of the High Rock Slope under the Flood Discharge Atomization and Rainfall

Abstract:

The stability of high rock slopes under the flood discharge atomization and rainfall is an in-negligible problem especially for the hydropower station with high head during the flood discharge. According to the complicated geological conditions of a high rock slope with the flood discharge problem in China, the method of the saturated-unsaturated unsteady seepage if used, thus the finite element model for the high rock slope in the downstream of the power station is set up. Based on the model, the distribution regularities of the unsteady seepage field of the rock slope is studied under the different discharge atomization and rainfall intensity. Moreover, based on the theory of continuous-discontinuous deformation, the finite element model is set up to analyze the stability of the slope, thus the deformation law of slopes under the flood discharge atomization and rainfall is studied and the safety of the slope is evaluated, and what's more, the engineering measures for improve the stability of the stability of the slope is put forward.

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Periodical:

Applied Mechanics and Materials (Volume 620)

Pages:

205-209

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.620.205

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Online since:

August 2014

Authors:

Zhen Zhong Shen*, Bai Song Nie, Li Qun Xu, Lei Yang, Ning Wang

Keywords:

Continuous –Discontinuous Deformation, Flood Discharge Atomization, Rainfall, Saturated-Unsaturated Unsteady Seepage, Stability of Rock Slope

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* - Corresponding Author

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