Compression Characteristics of Clay Skeleton in One-Dimensional Consolidation by Partition-Type Consolidation Test
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概要
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For the purpose of investigating the compression characteristics of clay skeleton in one-dimensional consolidation process, a partition-type consolidation test was conducted using 5-series interconnected consolidometers. The variations of effective stress and void ratio in each partitioned specimen were examined in detail to find out a feature of time-dependent compression of clay skeleton. The results revealed that, under a step loading, skeleton exhibits viscous compression in addition to elastic compression even in a primary consolidation, and the both components depend on the effective stress ratio. A simulation based on a viscoelastic constitutive equation showed good agreement with the experimental results.
- 東海大学の論文
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