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• W1507757498 abstract "The purpose of this research was to compare selected laboratory durability tests available for assessing stabilized materials. The experimental program focused specifically on comparing the results of freeze-thaw, vacuum saturation, and tube suction tests obtained on two aggregate base materials stabilized with Class C fly ash, lime-fly ash, and portland cement at three concentrations each. Concentrations necessary to achieve 7-day target unconfined compressive strength (UCS) values were utilized as a basis for equivalency among the different stabilizers, and the test results were evaluated using statistical techniques. The data indicate that Class C fly ash-treated specimens were significantly stronger than the other specimens after freeze-thaw cycling, attributable to high stabilizer concentrations and continuing pozzolanic reactivity during the relatively long duration of that test. In the vacuum saturation test, which requires only 2 hours to perform, none of the three stabilizer types were significantly different from each other. Even though only very small quantities of cement were utilized, dielectric values measured during tube suction testing were lowest for cement-treated specimens, indicating that cement performed better than other stabilizers in reducing the moisture/frost susceptibility of the treated materials. A strong correlation was identified between UCS after the freeze-thaw test and UCS after the vacuum saturation test, but very weak correlations were observed between the final dielectric value after tube suction testing and all other response variables. In general, the vacuum saturation test should be considered by engineers because of its shorter test duration and the lack of a need for daily specimen monitoring." @default.
• W1507757498 created "2016-06-24" @default.
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• W1507757498 date "2008-01-01" @default.
• W1507757498 modified "2023-09-24" @default.
• W1507757498 title "Evaluation of Laboratory Durability Tests for Stabilized Aggregate Base Materials" @default.
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