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About This Item
Full Description
These 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 AASHTO 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;
- Method B—Using soil material passing the 19.0-mm (3/4-in.) sieve. This method shall be used when part of the soil sample is retained on the 4.75-mm (No. 4) sieve.
Document History
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AASHTO T 135-22
Standard Method of Test for Wetting-and-Drying Test of Compacted Soil-Cement Mixtures- Most Recent
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AASHTO T 135-13 (2021)
Standard Method of Test for Wetting-and-Drying Test of Compacted Soil-Cement Mixtures- Historical Version
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AASHTO T 135-97 (2009)
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Standard Method of Test for Wetting-and-Drying Test of Compacted Soil-Cement Mixtures- Historical Version