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Standard Method of Test for Freezing-and-Thawing Tests of Compacted Soil-Cement Mixtures

contributor authorAASHTO - American Association of State Highway and Transportation Officials
date accessioned2017-09-04T18:21:03Z
date available2017-09-04T18:21:03Z
date copyright01/01/1997 (R 2009)
date issued2009
identifier otherHXUAADAAAAAAAAAA.pdf
identifier urihttps://yse.yabesh.ir/std/handle/yse/203522
description abstractThese 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 T 134.
Two methods depending on soil gradation are covered for preparation of material for molding specimens and molding specimens as follows:
Method A—Using soil material passing the 4.75-mm (No. 4) sieve. This method shall be used when 100 percent of the soil sample passes the 4.75-mm (No. 4) sieve. (See Sections 4 to 6.)
Method B—Using soil material passing the 19.0-mm (¾-in.) sieve. This method shall be used when part of the soil sample is retained on 4.75-mm sieve. (See Sections 7 to 9.)
The values stated in SI units are to be regarded as the standard.
languageEnglish
titleAASHTO T 136num
titleStandard Method of Test for Freezing-and-Thawing Tests of Compacted Soil-Cement Mixturesen
typestandard
page8
statusActive
treeAASHTO - American Association of State Highway and Transportation Officials:;2009
contenttypefulltext


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