Stabilization of a granular soil by a mechanical method
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 accordi...
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| Language: | en_US |
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Monterey, California. U.S. Naval Postgraduate School
2012
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| Online Access: | http://hdl.handle.net/10945/9638 |