期刊
SOILS AND FOUNDATIONS
卷 61, 期 6, 页码 1630-1644出版社
JAPANESE GEOTECHNICAL SOC
DOI: 10.1016/j.sandf.2021.10.001
关键词
Landfill sludge; Spacing of PVDs; FeCl3 pretreatment; Vacuum preloading; Vacuum clogging effect
资金
- Shanghai Sailing Program [19YF1415500]
- National Natural Science Foundation of China [41772303]
- Shanghai Municipal Science and Technology Commission [20DZ2250800]
The spacing of PVDs has a significant impact on the consolidation effect of vacuum preloading, as halving the spacing can improve drainage and consolidation effects, leading to better solidification of sludge.
The spacing of PVDs is an essential factor affecting the consolidation effect of vacuum preloading. For exploring the influence of spacing of PVDs on the impact of sludge drainage consolidation, FeCl3, a commonly used inorganic coagulant, was used to pretreat the sludge. In the experiment a vacuum filtration test was carried out to determine the optimal addition amount of FeCl3, and then the landfill sludge was pretreated according to the FeCl3 optimal addition amount. And two different spacing of PVDs were used to carry out a vacuum preloading contrast test. Then, the drainage and settlement were recorded, and water content and vane shear strength (VSS) were measured after the experiment. Finally, Mercury intrusion porosimetry (MIP) was carried out to explore the pore characteristics of the sludge further. The main conclusions are as follows: After conditioning by FeCl3, the sludge's flocculent structure was destroyed, the intracellular water was released, and the effect of drainage capacity was significantly improved. After the spacing of PVDs is halved, the average volume reduction ratio and shear strength increases, and the effect of advanced dewatering and volume reduction of sludge improved significantly, leading to a better consolidation effect. In the progress of vacuum drainage consolidation, halving the spacing of PVDs results in large pores transformation into small pores, and the range of drainage consolidation is greatly expanded. (C) 2021 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society.
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