首页|期刊导航|河南城建学院学报|碳化养护对矿渣-活性MgO-脱硫石膏固化疏浚淤泥耐久性能的影响

碳化养护对矿渣-活性MgO-脱硫石膏固化疏浚淤泥耐久性能的影响OA

Study on the effect of carbonation on the durability of dredged sludge solidified with slag-active MgO-desulphurisation gypsum

中文摘要英文摘要

以矿渣-活性MgO-脱硫石膏固化疏浚淤泥为研究对象,探究碳化处理对其在干湿循环与冻融循环作用下耐久性的影响.通过设置碳化与未碳化两组对照试验,结合无侧限抗压强度测试、X射线衍射(XRD)与扫描电镜(SEM)分析,系统评估两种环境循环对固化淤泥宏观力学性能与微观结构的影响.结果表明:碳化与未碳化试样在干湿循环过程中质量变化较为稳定,在冻融循环作用下,质量均随循环次数增加而降低;两类试样强度在干湿与冻融循环作用下均呈持续衰减趋势.在相同循环次数下,碳化试样残余强度高于未碳化试样,表明碳化处理提升了材料抵抗复杂环境干扰的能力.微观结构分析表明,随循环次数增加,试样内部孔隙均逐渐增多并产生微裂隙,颗粒间结合力显著减弱,最终导致固化淤泥强度降低.

This study explores the influence of carbonation treatment on the durability of dredged sludge so-lidified with slag,active magnesium oxide(MgO)and desulphurization gypsum,under the conditions of wet-dry and freeze-thaw cycles.By establishing two distinct groups of control samples(namely,carbonised and non-carbonised)and integrating unconfined coressive strength testing with analytical techniques such as X-ray diffraction(XRD)and scanning electron microscopy(SEM),it systematically evaluates the effects of these two environmental cycles on both the macroscopic mechanical properties and the microscopic morphol-ogy of the solidified dredged sludge.The findings reveal that the mass variations of both carbonised and non-carbonised specimens exhibited relative stability throughout the wet-dry cycling process;conversely,during freeze-thaw cycling,both declined with the increase in cycle numbers.Furthermore,the strength of both specimen types demonstrated a consistent deterioration under the influence of both environmental cy-cling conditions.At an equivalent number of cycles,the residual strength of the carbonised samples was sig-nificantly greater than that of the non-carbonised counterparts,thereby indicating that carbonation treatment substantially enhances the material's capacity to withstand multifaceted environmental disturbances.Micro-structural analysis elucidated that with increasing cycles,the internal porosity of both sample types progres-sively escalated,leading to the formation of microcracks that markedly compromised the interparticle bond-ing forces.Consequently,this culminated in the deterioration of the material's mechanical properties and a concomitant reduction in the strength of the solidified sludge.

仵震远;王强

安徽理工大学 土木建筑学院,安徽 淮南 232001安徽理工大学 土木建筑学院,安徽 淮南 232001

建筑与水利

疏浚淤泥矿渣碳化耐久性微观机制

dredged sludgeslagcarbonationdurabilitymicro-mechanism

《河南城建学院学报》 2026 (2)

8-14,23,8

国家自然科学基金项目(52308335)安徽省高校科研资助项目(2023AH051170)

10.14140/j.cnki.hncjxb.2026.02.002

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