An Analysis of Seepage Prevention Wall Behaviours of Deep Overburden Dam with Clay Core

Bo Zhang

doi:10.4028/www.scientific.net/AMR.250-253.4022

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253An Analysis of Seepage Prevention Wall Behaviours...

An Analysis of Seepage Prevention Wall Behaviours of Deep Overburden Dam with Clay Core

Abstract:

The Duncan－Chang nonlinear constitutive model is used to carry out a three- dimensional finite element analysis of Xia Ban Di deep overburden dam with clay core (147.95m). The regularity of the change of stress and displacement with the change of material parameters under nine kinds of materials mix proportion is obtained and the optimum analysis result of stress and displacement for the seepage prevention wall is given in this paper.

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Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

4022-4025

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.4022

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Online since:

May 2011

Authors:

Bo Zhang

Keywords:

Deep Overburden, Optimisation of Material Mix Proportion, Seepage Prevention Wall, Stress and Displacement

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References

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