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Wetting Induced Changes in Elastic Modulus of a Compacted Low Plasticity Clay
The elastic moduli of specimens prepared under various compaction conditions were investigated for soaked specimens as well as specimens tested at as-compacted moisture contents. In this paper, the linearly increasing elastic modulus that was defined using a modulus number, K, was determined from the results of oedometer test. The ratios of modulus numbers of unsoaked and soaked specimens, KDU/KDS, were seen to vary from about 0.5 to 3. The maximum value for these ratios was observed for the specimen compacted at the lowest water content (4.7%) and high density (1.79 g/cm3).
Wetting Induced Changes in Elastic Modulus of a Compacted Low Plasticity Clay
The elastic moduli of specimens prepared under various compaction conditions were investigated for soaked specimens as well as specimens tested at as-compacted moisture contents. In this paper, the linearly increasing elastic modulus that was defined using a modulus number, K, was determined from the results of oedometer test. The ratios of modulus numbers of unsoaked and soaked specimens, KDU/KDS, were seen to vary from about 0.5 to 3. The maximum value for these ratios was observed for the specimen compacted at the lowest water content (4.7%) and high density (1.79 g/cm3).
Wetting Induced Changes in Elastic Modulus of a Compacted Low Plasticity Clay
Kim, Wan Soo (Autor:in) / Borden, Roy H. (Autor:in)
International Foundation Congress and Equipment Expo 2009 ; 2009 ; Orlando, Florida, United States
10.03.2009
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Wetting Induced Changes in Elastic Modulus of a Compacted Low Plasticity Clay
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