Consolidation behavior of ultra-soft slurry and 1-d consolidation model considering viscosity

Jun Tong, Noriyuki Yasufuku, Kiyoshi Omine

研究成果: Contribution to journalConference article査読


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.

ジャーナルGeotechnical Special Publication
232 GSP
出版ステータス出版済み - 1 1 2013
イベント2nd International Conference on Geotechnical and Earthquake Engineering: Challenges and Recent Advances in Geotechnical and Seismic Research and Practices, IACGE 2013 - Chengdu, 中国
継続期間: 10 25 201310 27 2013

All Science Journal Classification (ASJC) codes

  • 土木構造工学
  • 建築
  • 建築および建設
  • 地盤工学および土木地質学


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