Indirect Boundary Element Algorithm for Slope Stability Analysis

Jiang, YS.;Zimmermann, T.
(1992) Engineering Analysis with Boundary Elements — Vol. 9, n° 3, p. 209-217 (1992)

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Authors
  • Jiang, YS.
    Author
  • Zimmermann, T.
    Author
Abstract
The correct formulation of the constant quadrupole element is derived first. An indirect boundary element algorithm is then presented which uses this element to redistribute the out-of-balance stresses. Three numerical examples of slopes involving heterogeneous soils and underground water are shown as illustrations.
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Jiang, YS., & Zimmermann, T. (1992). Indirect Boundary Element Algorithm for Slope Stability Analysis. Engineering Analysis with Boundary Elements, 9(3), 209-217. https://doi.org/10.1016/0955-7997(92)90095-O (Original work published 1992)