首页|石灰与水泥改良粉质黏土的水稳定性试验研究

石灰与水泥改良粉质黏土的水稳定性试验研究

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为探究粉质黏土采用石灰和水泥改良后的水稳定性,设计并制作了不同石灰和水泥掺量的改良粉质黏土试样,并通过自制的崩解仪开展了崩解试验.试验结果表明,未掺加改良剂的素粉质黏土试样浸水后会迅速崩解,且崩解过程具有明显的阶段性.当石灰掺量小于6%时,改良粉质黏土试样在水中发生崩解,但其耐崩性会随石灰掺量和压实度的增加而提升.当石灰掺量达到6%、水泥掺量达到2%时,改良粉质黏土试样在水中未发生崩解,但水仍会渗入试样内部,此时可采用入渗率描述试样的水稳定性.改良粉质黏土试样的入渗率会随压实度的增加而降低;相同压实度下改良粉质黏土试样的入渗率随改良剂掺量的增加而降低.相同掺量下水泥改良粉质黏土的水稳定性提升效果优于石灰改良粉质黏土,且水泥的改良效果相当于多掺2%的石灰,但水泥掺量不宜低于2%.
Experimental Study on Water Stability of Lime and Cement Modified Silty Clay
In order to investigate the water stability of improved silty clay by lime and cement,modified silty clay samples with different lime and cement dosages were designed and prepared.The disintegration tests were conducted by a self-made disintegrator.The experimental results show that the plain silty clay samples without added modifiers will rapidly disintegrate after immersion in water,and the disintegration process has obvious stages.When the lime content is less than 6%,the improved silty clay sample will disintegrate in water,but its resistance to collapse will increase with the increase of lime content and compaction degree.When the lime content is 6%and the cement con-tent 2%,the improved silty clay sample will not disintegrate in water,but water will still infiltrate into the interior of the sample.At this time,the water stability of the sample can be described by the infiltration rate.The infiltration rate of improved silty clay samples will decrease with the increase of compaction degree;Under the same com-paction degree,the infiltration rate of improved silty clay samples decreases with the increase of the amount of mod-ifier.The water stability improvement effect of cement modified silty clay is better than that of lime modified silty clay with the same dosage.The improvement effect of cement is equivalent to adding 2%more lime,but the cement dosage should not be less than 2%.

silty clayimprovedisintegration ratedisintegration rateinfiltration rate

胡月峰、刘泽、李洪、陈天龙、吴疆

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绍兴市城投再生资源有限公司,浙江绍兴 312000

湖南科技大学土木工程学院,湖南湘潭 411201

绍兴市建设工程质量安全管理中心,浙江绍兴 312000

粉质黏土 改良 崩解率 崩解速率 入渗率

2024

市政技术
中国市政工程协会 北京市政路桥股份有限公司 北京市政建设集团有限责任公司 北京市市政工程研究院

市政技术

影响因子:0.385
ISSN:1009-7767
年,卷(期):2024.42(10)