Recommended Practice for Stabilization of Subgrade Soils and Base Materials (2009) / Chapter Skim
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2 Validation of Stabilizer Selection The soil must first be classified as either a subgrade category or base category material. In order to be classified as a base material the following criteria must be met: (1)
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3 pozzolanic reactions, results in larger particle agglomerates and more friable and workable soils. Although pozzolanic reaction processes are slow, some amount of pozzolanic strength gain may occur during the primary reactions, cation exchange and flocculation/agglomeration.
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4 on AASHTO M 295 (ASTM C 618)
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