4.7 Article

Vacuum preloading and electro-osmosis consolidation of dredged slurry pre-treated with flocculants

期刊

ENGINEERING GEOLOGY
卷 246, 期 -, 页码 123-130

出版社

ELSEVIER SCIENCE BV
DOI: 10.1016/j.enggeo.2018.09.024

关键词

Flocculation; Vacuum preloading; Dredged slurry; Electro-osmosis

资金

  1. National Key R&D Program of China [2016YFC0800200]
  2. National Nature Science Foundation Projects of China [51778500, 51778501, 51622810, 51878512, 51620105008]
  3. National Nature Science Foundation Projects of Zhejiang Province [LR18E080001, LY17E080010]
  4. Key Research and Development Program of Zhejiang Province [2018C03038]
  5. Graduate Scientific Research Foundation of Wenzhou University [3162016052]

向作者/读者索取更多资源

To improve the consolidation of dredged slurry, a combined method of vacuum preloading and electro-osmosis consolidation was applied to a dredged slurry pre-treated with flocculants. In this study, the optimal mixing ratio of two conventional inorganic flocculants was determined by conducting a settling column test. A vacuum preloading and electro-osmosis test was then carried out on the dredged soil after flocculating the soil particles. During the test, the drainage mass and surface settlement were monitored. After the test, the soil moisture content, shear strength, and soil particle size were measured. The test results show that the inorganic flocculant FeCl3 has a better flocculation effect than Al-2(SO4)(3), and its optimum value is 0.75% in terms of the soil dry weight. The addition of flocculants effectively increased the soil particle size, alleviated the clogging of drainage channels and PVDs (plastic vertical drains), and accelerated the drainage rate. Moreover, the electrical conductivity and electro-kinetic dewatering were improved, thereby increasing the shear strength and soil uniformity.

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