Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2001.03a
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- Pages.239-244
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- 2001
Stress-Strain Behaviour of Overconsolidated Clay with Loading Rate
하중재하속도에 따른 과압밀점토의 응력-변형 거동
Abstract
Natural clayey soils or improved grounds are in a overconsolidated conditions due to changes in vertical stress and pore pressures, desiccation, ageing and so on. These grounds show inelastic stress-strain behaviour characteristics within all range of strain except very small strain (