作者: Max L Alexander , George B Sherman , Robert E Smith
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摘要: The relative stabilizing effects of 2 hydrated limes and 3 quicklimes from various commercial producers are discussed. variations in lime gradation calcium hydroxide content on the unconfined compressive strength different soils presented. strengths specimens treated with lime, even comparisons based equivalent Ca(OH)2 content. It was also found that coarser tested were more effective than fine. Correlations established between compactability specimen density strength.