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引用本文:徐菲,韦华,钱文勋,胡少伟,蔡跃波.水泥土组成矿物的热重-热力学模拟联用分析[J].建筑材料学报,2022,25(4):424-433
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水泥土组成矿物的热重-热力学模拟联用分析
徐菲1,韦华1,钱文勋1,胡少伟2,蔡跃波1
1.南京水利科学研究院 材料结构研究所,江苏 南京 210029;2.重庆大学 土木工程学院,重庆 400045
摘要:
针对常规微观测试技术难以准确分析水泥土矿物组成的问题,提出联用热重分析与热力学模拟的方法,综合分析水泥土的矿物组成与过饱和度(SI).制备了水泥与土干重比为1∶9的基准水泥土,以及炼钢厂回转炉底灰(SLA)替代5%~100%水泥的改性水泥土,测试其无侧限抗压强度,并采用所提出的方法分析混料后5~672 h内水泥土关键矿物组成的赋存特征,以探明SLA对水泥土性能的改性机理.结果表明:热力学模拟可以定量表征水泥土矿物组成的赋存状态,有效弥补热重分析难以区分吸热峰重叠矿物的不足;SLA主要通过提升水泥土孔隙液中Ca(OH)2的SI来提升水泥土的长期强度.
关键词:  水泥土  热力学模拟  热重  矿物组成  微观机理
DOI:10.3969/j.issn.1007-9629.2022.04.014
分类号:TV41
基金项目:国家自然科学基金资助项目(52109161);中国博士后科学基金项目(2021M691630);水利部技术示范项目(SF-202109); 中央级公益性科研院所基本科研业务费专项资金(Y421002, Y420005)
Compositional Minerals of Cemented Soil by Combined Thermogravimetry and Thermodynamic Modelling
XU Fei1, WEI Hua1, QIAN Wenxun1, HU Shaowei2, CAI Yuebo1
1.Materials & Structural Engineering Department, Nanjing Hydraulic Research Institute, Nanjing 210029, China;2.School of Civil Engineering, Chongqing University, Chongqing 400045, China
Abstract:
The mineralogical study on the cemented soil using conventional micro-analysis methods is inaccurate due to the compositional complexity. A method of thermogravimetry combined with the thermodynamic modelling, which calculated the mineral supersaturation index(SI) based on pore solution composition was proposed. The dry mass ratio of cement/soil of the referenced cemented soil specimen was 1/9, and the modified specimens were prepared by using the sintered limestone ash(SLA) from the steel-making industry to replace cement in fractions of 5%-100% of the referenced mass. The unconfined compressive strength of all specimens was tested and the representative specimens were then selected for quantitative analysis of the critical minerals using the proposed method within the timeframe of 5-672 h after the mixing. The results demonstrate that the thermodynamic modelling provides direct implications of the occurrence state of the minerals of the cemented soil, which complementes the defect of the endotherms overlapping of thermogravimetry. Meanwhile, the long-term unconfined compressive strength improvement is benefitted from the increased Ca(OH)2 SI in the pore solution with appropriate SLA addition.
Key words:  cemented soil  thermodynamic modelling  thermogravimetry  mineralogical fraction  microscopic mechanism
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