Static compaction in laboratory of treated fine soils
Résumé
A static compaction method is used to prepare specimens for mechanical laboratory tests on untreated or treated fine soils. The method has been enhanced with the record of the curves giving the compaction force as a function of the soil settlement. The compaction procedure is described. The properties of the soils tested are listed. Examples of static compression curves are shown and commented on. The parameters identified on these curves are related to the soil properties. Trends are discussed. The effects of the treatments are examined.
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