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American Association of State Highway and Transportation Officials , 1997
Publisher: AASHTO
File Format: PDF
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These methods cover procedures for determining the soil-cement losses, moisture changes, and volume changes (swell and shrinkage) produced by the repeated freezing and thawing of hardened soil-cement specimens. The specimens are compacted in a mold, before cement hydration, to maximum density at optimum moisture content using the compaction procedure described in AASHTO T 134.
Two methods depending on soil gradation are covered for preparation of material for molding specimens and molding specimens as follows:
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