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Frequency effect of cyclic soaking and drying on the resilient modulus of gypsum-rich roadbed sand

Article ID Journal Published Year Pages File Type
6779639 Transportation Geotechnics 2016 8 Pages PDF
Abstract
The paper reveals that the MR decreases during the soaking phase and increases during the drying phase and the process converges to an “equilibrium state” after the fourth cycle. An increase in cycle length decreases soil stiffness.
Keywords
Frequency effectPavement designResilient modulus
Related Topics
Physical Sciences and Engineering Earth and Planetary Sciences Geotechnical Engineering and Engineering Geology
Preview
Frequency effect of cyclic soaking and drying on the resilient modulus of gypsum-rich roadbed sand
Authors
Sabah Said Razouki, Bushra M. Salem,
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