Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
4743863 | Engineering Geology | 2013 | 10 Pages |
Abstract
⺠The unsaturated mechanical behavior of granular soils under several cycles was rarely studied. ⺠The repeated load triaxial tests were carried out to determine their resilient behavior. ⺠The effective stress concept was used in a nonlinear model to predict their resilient behavior.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Hossein Nowamooz, Xuan Nam Ho, Cyrille Chazallon, Pierre Hornych,