Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2005.03a
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- Pages.216-223
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- 2005
New estimation method of the coefficient of consolidation for the various stress conditions
다양한 응력조건을 고려한 새로운 압밀계수 평가방법
- Kwak, Chan-Mun (The Civil Engineering Division of Dongbu Corporation) ;
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Jung, Young-Hoon
(Research Institute of Engineering Science, College of Engineering, Seoul National University) ;
- Kim, Chang-Youb (Research Institute of Engineering Science, College of Engineering, Seoul National University) ;
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Chung, Choong-Ki
(School of Civil, Urban & Geotechnical Engineering, Seoul National University)
- Published : 2005.03.25
Abstract
The coefficient of consolidation has been evaluated using the conventional oedometer tests based on the one-dimensional consolidation theory. In the field, however, the actual response of the soil will be subject to the three-dimensional condition during consolidation. In this research, a new estimation method of the coefficient of consolidation for the various stress-deformation conditions was proposed. The good agreement between the computed dissipation of pore pressure and the measured data confirms the usefulness and the applicability of the proposed method to predict the exact rate of consolidation.
Keywords
- Coefficient of consolidation;
- Stress-deformation conditions;
- Cross-anisotropic elasticitybased prediction technique