Stabilization of a granular soil by a mechanical method
Sheaffer, Donald Ralph.
Hallenbeck, Charles V.
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This thesis is concerned with upgrading marginal cohesionless soils by altering the natural soil gradation through mechanical methods, thereby rendering otherwise unsuitable soils acceptable as pavement construction materials. The submarginal soil tested is classified as an A-2-4(0) soil according to the American Association of State Highway Officials' Classification Standards.