Article ID Journal Published Year Pages File Type
4743863 Engineering Geology 2013 10 Pages PDF
Abstract
► The unsaturated mechanical behavior of granular soils under several cycles was rarely studied. ► The repeated load triaxial tests were carried out to determine their resilient behavior. ► 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
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