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- W616089132 abstract "A summary is presented of the paper which discussed the most beneficial density and moisture content for compacted New Mexico Triassic clay subgrades. Current specifications do not consider environmental changes after the soil is in place under a roadway, and the density required is based on an arbitrary compactive effort. An infinite number of compactive efforts is available and the true problem is to determine which compacted dry density and moisture content will give the highest strength and minimum swell after environmental changes such as shrinkage due to drying before the base and pavement have been installed and by capillary wetting after the pavement is installed and evaporation is prevented. Research results are presented and a different method of specifying compacted densities for New Mexico subgrades is suggested." @default.
- W616089132 created "2016-06-24" @default.
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- W616089132 date "1964-01-01" @default.
- W616089132 modified "2023-09-23" @default.
- W616089132 title "OPTIMUM DENSITY AND MOISTURE CONTENT OF NEW MEXICO CLAYS" @default.
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