首页|固废基固化剂处理不同初始含水率土体固化特性研究

固废基固化剂处理不同初始含水率土体固化特性研究

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在土木建筑工程领域,普遍面临大量土体须进行固化处理的现状.当前,针对不同初始含水率的土体,基于工业固体废物(以下简称固废)研发固化剂的固化特性尚不明晰,这制约了该技术在工程实践中的推广与应用.鉴于此,本文通过室内试验,研究了固废基固化剂处理不同初始含水率土体的固化特性及其变化规律.研究结果表明,在相同掺量条件下,固废基固化剂相较于矿渣硅酸盐水泥,展现出更佳的凝结时间调节性、流动度以及固化土体的抗压强度.固废基固化剂的凝结时间受水灰比影响显著,水灰比的增加会导致凝结时间延长,且普遍长于矿渣硅酸盐水泥的凝结时间.此外,土体初始含水率的提升会使得凝结时间延长,而固化剂掺量的增加有助于缩短凝结时间.在净浆流动度方面,固废基固化剂随水灰比增加表现出流动性的提升,且优于矿渣硅酸盐水泥.在固化土体抗压强度方面,固废基固化剂同样表现出显著的优势.
Research on curing agents made from solid waste for treating soils with varying water contents
In the field of civil and construction engineering,the prevalent situation is the necessity for solidification treatment of a large volume of soil.Presently,the treatment characteristics of curing agents developed from industrial solid waste for soils with varying initial moisture contents remain unclear.This cognitive gap has restricted the promotion and application of the technology in engineering practice.In light of this,the current study employs an indoor testing method to investigate the solidification characteristics and their variation patterns of curing agents based on solid waste in soils with different initial water contents.The research findings indicate that,under the same dosage condition,solid waste-based curing agents exhibit superior performance in terms of setting time adjustability,fluidity,and compressive strength of solidified soil compared to slag Portland cement.The setting time of solid waste-based curing agents is significantly influenced by the water-cement ratio,with an increase leading to extended setting times,which are generally longer than those of slag Portland cement.Furthermore,an increase in the initial water content of the soil prolongs the setting time,while an increase in the dosage of the solidifying agent helps to shorten it.In terms of net paste fluidity,the solid waste-based curing agents demonstrate enhanced fluidity with increasing water-cement ratio,outperforming slag Portland cement.In the aspect of compressive strength of solidified soil,the solid waste-based curing agents also show a significant advantage.

initial water contentsolid waste basesolidified soilfluiditysetting time

周岳富、张明、何灿、陈长卿、陈忠平、关军、陈湘生

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深圳大学土木与交通工程学院,广东 深圳 518060

中国建筑国际集团有限公司,香港 999077

中国建筑工程(香港)有限公司,香港 999077

中建四局第五建筑工程有限公司,广东 深圳 518054

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初始含水率 固废基 固化土 流动度 凝结时间

2024

广西大学学报(自然科学版)
广西大学

广西大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.767
ISSN:1001-7445
年,卷(期):2024.49(6)