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Determination of Permanent Deformation and Resilient Modulus Characteristics of Unbound Granular Materials Under Drained Conditions
AGPT-T053-07
1 Sep 2007
Pavement
More
This method covers the determination of both the permanent deformation and resilient modulus of unbound pavement materials with a maximum particle size not exceeding 19 mm using repeated load triaxial equipment incorporating, static confining…
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