Paper Title:
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.

  Info
Periodical
Advanced Materials Research (Volumes 250-253)
Edited by
Guangfan Li, Yong Huang and Chaohe Chen
Pages
4022-4025
DOI
10.4028/www.scientific.net/AMR.250-253.4022
Citation
B. Zhang, "An Analysis of Seepage Prevention Wall Behaviours of Deep Overburden Dam with Clay Core", Advanced Materials Research, Vols. 250-253, pp. 4022-4025, 2011
Online since
May 2011
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