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Standard Method of Test for Wetting-and-Drying Test of Compacted Soil-Cement Mixtures

contributor authorAASHTO - American Association of State Highway and Transportation Officials
date accessioned2017-09-04T17:55:15Z
date available2017-09-04T17:55:15Z
date copyright01/01/2013
date issued2013
identifier otherFJFBGFAAAAAAAAAA.pdf
identifier urihttps://yse.yabesh.ir/std/handle/yse/178336
description abstractThese methods of test cover procedures for determining the soil-cement losses, moisture changes, and volume changes (swell and shrinkage) produced by the repeated wetting and drying 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 for 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 the 4.75-mm (No. 4) sieve. See Sections 7 to 9.
The values stated in SI units are to be regarded as the standard.
languageEnglish
titleAASHTO T 135num
titleStandard Method of Test for Wetting-and-Drying Test of Compacted Soil-Cement Mixturesen
typestandard
page7
statusActive
treeAASHTO - American Association of State Highway and Transportation Officials:;2013
contenttypefulltext


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