Otro
Ensaios triaxiais dinamicos sobre amostras indeformadas de um solo colapsivel
Registro en:
Revista de Engenharia e Ciencias Aplicadas, v. 2, p. 91-97.
0104-6314
2-s2.0-0028678717
Autor
Camacho, J.
Resumen
Tests were carried out with samples from two depths of a vertical soil profile. The results indicate that the permanent deformation characteristics of the soil are dependent on their depth in the vertical profile and on their water content. Some practical consequences to the performance of the pavement were considered.