Paper Title:
The Application of an Unsaturated Soil Elastoplasticity Model in Dam-Reservior Coupling System
  Abstract

This paper summarized the research of an unsaturated soil elastoplastic model(BBM), then a revised elastoplastic incremental stiffness matrix for unsaturated soil is deduced,discrete the governing equation in space domain and time domain with Galerkin weighted residual method and Euler method,a nonlinear finite element program is developed for the analysis the water-mechanical coupling system of unsaturated soil.The constitutive model is used for a homogeneous dam’s FSI problem, and the seepage and deformation in dam’s distribution consistent with law.

  Info
Periodical
Advanced Materials Research (Volumes 261-263)
Edited by
Jingying Zhao
Pages
1239-1243
DOI
10.4028/www.scientific.net/AMR.261-263.1239
Citation
L. N. Guo, "The Application of an Unsaturated Soil Elastoplasticity Model in Dam-Reservior Coupling System", Advanced Materials Research, Vols. 261-263, pp. 1239-1243, 2011
Online since
May 2011
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