首页|矿渣-粉煤灰-工程废土地聚物注浆材料强度及水稳定性研究

矿渣-粉煤灰-工程废土地聚物注浆材料强度及水稳定性研究

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开发一种以工业废弃物和工程废土为主原料的地聚物注浆材料,以减少传统注浆材料对环境的影响.通过单一变量对照试验,确定地聚物胶凝材料的最优质量比为m(矿渣)∶m(粉煤灰)=7∶3,碱激发剂碱度为10%,碱激发剂模数为1.3.利用此胶凝材料与深圳砂质黏土拌合,进行正交试验,确定地聚物注浆材料的最优配比为土胶质量比=5∶5,熟石灰掺量为4.5%,水固质量比为0.26.该配比下的材料在标准养护条件下,主要强度增长期为0 d~7 d,7d强度占最终强度的90%.水稳定性分析显示,土胶质量比不大于6∶4 时,水稳定系数在100%以上.
Research on the strength and water stability of slag-fly ash-engineering waste soil polymer grouting materials
Develop a geopolymer grouting material with industrial waste and engineering waste soil as the main raw materi-als to reduce the impact of traditional grouting materials on the environment.Through a single variable control experiment,the optimal ratio of geopolymer cementitious materials was determined to be slag∶fly ash=7∶3,alkali activator alkalinity=10%,and alkali activator modulus=1.3.By mixing this cementitious material with sandy clay in Shenzhen and conduc-ting orthogonal experiments,the optimal ratio of geopolymer grouting material was determined to be soil cement ratio of 5∶5,hydrated lime content of 4.5%,and water solid ratio of 0.26.The material under this ratio has a main strength growth period of 0~7 days under standard curing conditions,and the 7-day strength accounts for 90%of the final strength.Water stability analysis shows that when the soil cement ratio is less than or equal to 6∶4,the water stability co-efficient is above 100%.

geopolymer materialsgrouting materialsindoor testingmicroscopic experimentswater stability

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中铁十四局集团隧道工程有限公司,山东 济南 250000

地聚物材料 注浆材料 室内试验 微观试验 水稳定性

2025

山西建筑
山西省建筑科学研究院

山西建筑

影响因子:0.714
ISSN:1009-6825
年,卷(期):2025.51(4)