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湿、冻环境下工业固废协同水泥固化盐渍土强度特性研究

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盐渍土区域主要环境特点为潮湿和季节交替,为研究在该环境中工业固废胶凝材料固化盐渍土的强度特性,通过浸水、干冻、湿冻方法模拟实际环境,对比分析矿渣-水泥、煤矸石-水泥、粉煤灰-水泥固化剂固化盐渍土的无侧限抗压强度和强度损失率.同时采用XRD、FTIR、SEM等微观表征手段揭示其微观机理.试验结果表明:浸水、干冻、湿冻环境对矿渣-水泥固化盐渍土强度影响最小,粉煤灰-水泥固化盐渍土次之,煤矸石-水泥固化盐渍土较强.湿冻环境对固化土影响最大,其次为水浸泡,干冻环境影响最小.湿冻融环境为最不利环境,建议矿渣-水泥固化剂合理配合比为10%~40%固废替换率,固化剂掺量为30%~40%.粉煤灰-水泥固化剂和煤矸石-水泥固化剂合理配合比为固废替换率≤10%,固化剂掺量≥40%.固废-水泥固化盐渍土反应过程包含水泥自身硬化、地聚合反应、固化剂与土颗粒相互作用、环境交互作用.水化产物主要为C-S-H、C-A-S-H、C-N-A-S-H和AFt等矿物,其填充于孔隙、黏附于土颗粒表面、包裹土颗粒,从而提高了土体整体强度.
Study on strength characteristics of industrial solid waste combined with cement to stabilize saline soil under wet and frozen environment
The main environmental characteristics of saline soil areas are humidity and seasonal alternation.To study the strength characteristics of industrial solid waste cementing material stabilized soil in this environment,it simulated the actual environment through immersion,dry freezing,and wet freezing methods,and compared and analyzed the unconfined compressive strength and strength loss rate of slag-cement,coal gangue-cement,and fly ash-cement stabilizer stabilized saline soil.Meanwhile,XRD,FTIR,SEM and methods were used to reveal microscopic mechanism.The results show that immersion,dry freezing,and wet freezing environments have the least impact on the strength of slag-cement stabilized saline soil,followed by fly ash-cement stabilized saline soil,and coal gangue-cement stabilized saline soil has a stronger effect.The wet freezing environment has the greatest impact on solidified soil,followed by water immersion,and the dry freezing environment has the least impact.The wet freeze-thaw environment is the most unfavorable environment.It is recommended that the reasonable ratio of slag-cement stabilizer is 10%to 40%solid waste replacement rate,and the stabilizer dosage is 30%to 40%.The reasonable ratio of fly ash cement stabilizer and coal gangue cement stabilizer is that the solid waste replacement rate is≤10%,and the dosage of stabilizer is ≥ 40%.The chemical reaction between solid waste-cement stabilized saline soil includes cement self hardening,geopolymerization reaction,interaction between stabilizer and soil particles,and environmental interaction.The hydration products are mainly minerals such as C-S-H,C-A-S-H,C-N-A-S-H and AFt,which fill the pores,adhere to the surface of soil particles,and wrap around soil particles,thereby improving the overall strength of the soil.

wet and frozen environmentindustrial solid wastesaline soilstabilized soilstrength characteristicsmicroscopic mechanism

杨晓蕴、许丽、刘元珍

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运城职业技术大学建筑工程学院,山西运城 044000

太原理工大学土木工程学院,山西太原 030024

湿、冻环境 工业固废 盐渍土 固化土 强度特性 微观机理

国家目然科学基金山西省高等学校科技创新项目

519115302382023L508

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(9)