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

机译:用絮凝剂预处理的疏浚浆料真空预载和电渗透渗透

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摘要

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.
机译:为了改善疏浚浆料的固结,将真空预载和电渗透固结的组合方法应用于预处理的絮凝剂预处理的疏浚浆料。在该研究中,通过进行沉降柱试验来确定两个常规无机絮凝剂的最佳混合比。然后在絮凝土壤颗粒后在疏浚土壤上进行真空预加载和电渗透试验。在测试期间,监测排水质量和表面沉降。试验后,测量土壤含水量,剪切强度和土壤粒度。测试结果表明,无机絮凝剂FECL3具有比Al-2(SO 4)(3)更好的絮凝效果,并且在土壤干重方面的最佳值为0.75%。絮凝剂的添加有效地增加了土壤粒度,减轻了引流通道和PVDS(塑料垂直漏极)的堵塞,并加速了排水速率。此外,改善了电导率和电动动力学脱水,从而提高了剪切强度和土壤均匀性。

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