Buscar
Mostrando ítems 1-2 de 2
Ponencia
The influence of stress path in the collapse swelling of soils at the laboratory
(1984)
The influence of stress-path in the collapse-swelling of soils has been thoroughly studied at the laboratory. The final volume change is path dependent in the swelling zone, but not in the collapse zone. Notwithstanding, ...
Ponencia
A Finite Element Method to Design and Calculate Pier Foundations in Expansive-collapsing Soils
(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 ...