Stability Analysis of Gravity Dam on Soil Foundation

Li Hua Zhang; Li Xin Zhang; Su Zhen Cheng

doi:10.4028/www.scientific.net/AMM.501-504.79

Paper Titles

Analysis on Foundation Pit Excavation and Soil-Nail Wall Supporting Technology by FLAC
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Design of Frame Anchor Structure for Landslide in BaiYu County Ouqu River Basin
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Study on Consolidation Test for Fresh Soft Dredger Fill
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Numerical Simulation Analysis of the Effective Length about Single Pile
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Stability Analysis of Gravity Dam on Soil Foundation
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Study of Seepage and Stability of Foundation Pit under Continuous Rainy Conditions
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Monitoring Study of Guang'anmen Hospital Outpatient Building Foundation Pit Excavation
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Predication of Rock Cutting Force of Conical Pick Based on RBF Neural Network
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Experimental Research on Statnamic Load Test of Long Rock Socket Bored Pile
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Stability Analysis of Gravity Dam on Soil...

Stability Analysis of Gravity Dam on Soil Foundation

Abstract:

For small and medium sized water conservancy project, gravity dam on soil foundation is a comparatively economic and reasonable dam structure. Based on project case, the author discusses in this paper the seepage-proofing and anti-sliding stability of the gravity dam on soil foundation, focusing on calculation of anti-sliding stability of deep stratum, selection of soil pressure and effective measures for improving the anti-sliding stability of the gravity dam on soil foundation.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

79-82

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.79

Citation:

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Online since:

January 2014

Authors:

Li Hua Zhang, Li Xin Zhang, Su Zhen Cheng

Keywords:

Anti-Sliding Stability, Gravity Dam on Soil Foundation, Seepage-Proofing of Dam Foundation, Stability of Dam Foundation

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References

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