首页|固化脱水过程对淤泥固化效果影响研究

固化脱水过程对淤泥固化效果影响研究

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现有疏浚淤泥化学固化的处理方法是在淤泥中先添加吸水剂再使用固化剂.该方法虽然减少了固化剂的用量,但是在制备固化土时固化剂难以拌和,进而影响固化效果,且减缓工程进度,不利于工程应用.为此,提出先固化后吸水的淤泥固化处理方法,并通过滴定试验、无侧限抗压强度试验和压汞试验,对比分析先吸水后固化和先固化后吸水这两种处理方法的固化效果和机理.结果表明:相较于先吸水后固化,先固化后吸水处理方法所制备的固化土Ca2+含量更大,无侧限抗压强度更高,表明该方法的固化效果更好.这是因为先固化后吸水的处理方法所制备固化土小孔径的孔隙含量更大,土体结构更加紧密.该研究为淤泥固化土的工程制备提供了新思路和技术参考.
Influences of Solidifying and Absorbing Process on the Solidification Effect of Dredged Sludge
The existing treatment method for chemical solidification of dredged sludge is to first add water absorbent and then solidifying agent to the sludge.Although this method reduces the amount of solidifying agent used,the solidifying agent is difficult to mix when preparing the solidified soil.This behaviorweakens the solidification effect and slows down the engineering progress,which is not conducive to engineering applications.Therefore,a sludge solidification treatment method that first solidifies soil and then absorbs water was proposed.By conducting titration tests,unconfined compressive strength tests and mercury intrusion tests,the solidification effects and mechanisms of the two treatment methods,vizfirst water absorbent and then solidifying agent,first solidifying agent and then water absorbent,were compared and analyzed.The experimental results show that,compared with that of the method of first water absorbent and then solidifying agent,the solidification effect of the method of first solidifying agent and then water absorbent is better,the solidified sludge soil with a higher Ca2+content and unconfined compressive strength.This is because the method of first solidifying agent and then water absorbent produces solidified soil with a larger pore content in small pore size,indicating a muchdenser soil structure.Anew idea and technical references for the engineering preparation of solidified sludge soil can be provided.

solidified sludge soilsolidification methodunconfined compressive strengthmicrocosmic experiment

吴鸿昇、刘勇、蔡辉敏、李斌、李方林、吴跃东、刘坚

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国网江苏省电力工程咨询有限公司,江苏 南京 210036

河海大学 岩土力学与堤坝工程教育部重点实验室,江苏 南京 210098

淤泥固化土 固化方法 无侧限抗压强度 微观试验

2024

粉煤灰综合利用
河北省墙体材料革新办公室 石家庄市粉煤灰综合利用和墙改办公室

粉煤灰综合利用

CSTPCD
影响因子:0.378
ISSN:1005-8249
年,卷(期):2024.38(6)