The Stress and Displacement Analysis of the Cut-Off Wall for the Deep Overburden Dam

Bo Zhang

doi:10.4028/www.scientific.net/AMR.393-395.463

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 393-395The Stress and Displacement Analysis of the...

The Stress and Displacement Analysis of the Cut-Off Wall for the Deep Overburden Dam

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. The regularities of the horizontal displacement, vertical stress and stress level for the cut-off wall are studied in this paper, and the paper provided reference for the dam stability and anti-seepage treatment of the cut-off wall with deep overburden.

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Periodical:

Advanced Materials Research (Volumes 393-395)

Pages:

463-466

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.393-395.463

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Online since:

November 2011

Authors:

Bo Zhang

Keywords:

Clay Core, Cut-Off Wall, Deep Overburden, Displacement, Stress

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References

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