Abstract
The ultra-soft slurry exhibits significant, initially viscous and subsequently elasto-plastic consolidation behavior. In order to investigate the different consolidation response at the viscous stage (VS) and elasto-plastic stage (EPS), a series of element consolidation tests were carried out in the modified light-capped oedometer. Test results show that the consolidation coefficient and permeability at VS and EPS vary significantly, which would bring in non-negligible error to the consolidation prediction with the ordinary assumptions. A simplified 1-D consolidation model considering the significant behavior difference in the VS and EPS was developed. The suction pressure proposed by Hong (2007, 2010) was employed to identify the consecutive stages in the model. Then, the consolidation tests for ultra-soft clay under different loadings were conducted in the small-scale consolidometer and the test results are simulated with the proposed model. The model can describe the progressive consolidation well from the VS to EPS. It provides an easily-accessible and reasonable alternative for the prediction of the consolidation behavior for the ultra-soft slurry.
| Original language | English |
|---|---|
| Pages (from-to) | 595-604 |
| Number of pages | 10 |
| Journal | Geotechnical Special Publication |
| Issue number | 232 GSP |
| DOIs | |
| Publication status | Published - Jan 1 2013 |
| Event | 2nd International Conference on Geotechnical and Earthquake Engineering: Challenges and Recent Advances in Geotechnical and Seismic Research and Practices, IACGE 2013 - Chengdu, China Duration: Oct 25 2013 → Oct 27 2013 |
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All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Architecture
- Building and Construction
- Geotechnical Engineering and Engineering Geology
Cite this
Consolidation behavior of ultra-soft slurry and 1-d consolidation model considering viscosity. / Tong, Jun; Yasufuku, Noriyuki; Omine, Kiyoshi.
In: Geotechnical Special Publication, No. 232 GSP, 01.01.2013, p. 595-604.Research output: Contribution to journal › Conference article
}
TY - JOUR
T1 - Consolidation behavior of ultra-soft slurry and 1-d consolidation model considering viscosity
AU - Tong, Jun
AU - Yasufuku, Noriyuki
AU - Omine, Kiyoshi
PY - 2013/1/1
Y1 - 2013/1/1
N2 - The ultra-soft slurry exhibits significant, initially viscous and subsequently elasto-plastic consolidation behavior. In order to investigate the different consolidation response at the viscous stage (VS) and elasto-plastic stage (EPS), a series of element consolidation tests were carried out in the modified light-capped oedometer. Test results show that the consolidation coefficient and permeability at VS and EPS vary significantly, which would bring in non-negligible error to the consolidation prediction with the ordinary assumptions. A simplified 1-D consolidation model considering the significant behavior difference in the VS and EPS was developed. The suction pressure proposed by Hong (2007, 2010) was employed to identify the consecutive stages in the model. Then, the consolidation tests for ultra-soft clay under different loadings were conducted in the small-scale consolidometer and the test results are simulated with the proposed model. The model can describe the progressive consolidation well from the VS to EPS. It provides an easily-accessible and reasonable alternative for the prediction of the consolidation behavior for the ultra-soft slurry.
AB - The ultra-soft slurry exhibits significant, initially viscous and subsequently elasto-plastic consolidation behavior. In order to investigate the different consolidation response at the viscous stage (VS) and elasto-plastic stage (EPS), a series of element consolidation tests were carried out in the modified light-capped oedometer. Test results show that the consolidation coefficient and permeability at VS and EPS vary significantly, which would bring in non-negligible error to the consolidation prediction with the ordinary assumptions. A simplified 1-D consolidation model considering the significant behavior difference in the VS and EPS was developed. The suction pressure proposed by Hong (2007, 2010) was employed to identify the consecutive stages in the model. Then, the consolidation tests for ultra-soft clay under different loadings were conducted in the small-scale consolidometer and the test results are simulated with the proposed model. The model can describe the progressive consolidation well from the VS to EPS. It provides an easily-accessible and reasonable alternative for the prediction of the consolidation behavior for the ultra-soft slurry.
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U2 - 10.1061/9780784413128.070
DO - 10.1061/9780784413128.070
M3 - Conference article
AN - SCOPUS:84898452529
SP - 595
EP - 604
JO - Geotechnical Special Publication
JF - Geotechnical Special Publication
SN - 0895-0563
IS - 232 GSP
ER -