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      A Finite Element Method to Design and Calculate Pier Foundations in Expansive-collapsing Soils  [Presentation]

      Justo Alpañés, José Luis de; Saura Martínez, Juan; Rodríguez Salamanca, Juan Enrique; Delgado Trujillo, Antonio; Jaramillo-Morilla, Antonio (1984)
      A three-dimensional finite element method has been devised to calculate the movements and stresses of a pier foundation on expansive-collapsing soil isotropic, non-linear and non-homogeneous. The lack of linearity and ...