使用氧硫酸盐水泥作为固化剂对的固化效应和机制的研究
Xuerui Yan1, Qi Xu1, Miao Deng1
1College of Materials and Chemistry & Chemical Engineering, Chengdu University of Technology, Chengdu, China.
The Science of the total environment
|August 6, 2024
概括
氧硫酸盐水泥 (MOS) 通过减少孔隙性和增加压力强度,有效地稳定. 与MOS结合的岩表现出了对浸水和冷解周期的优异耐用性,显示了其对土壤稳定性的潜力.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
背景情况:
- 土在施工中存在挑战,因为其强度低,易受环境退化影响.
- 传统的土壤稳定方法通常涉及波特兰水泥,这有环境缺点.
研究的目的:
- 调查氧硫酸盐水泥 (MOS) 作为可持续粘合剂的有效性,以稳定土壤.
- 描述MOS处理的物理,矿物学和微观结构变化.
主要方法:
- 系统地研究聚合岩石的散密度,多孔性,矿物结构和微观结构.
- 使用扫描电子显微镜 (SEM),能量分散式X射线光谱 (EDS) 和热重力测量分析 (TGA) 的分析.
- 评估机械性能,包括压力强度,软化系数和抗解阻力.
主要成果:
- 的孔隙性从40.97%降至28.75%,其中MOS添加率为13%.
- 观察到水合物产物的形成 (Mg (OH) 2 ,M-S-H ,3·1·8阶段),填补空隙并增强结合.
- 压力强度在28天后达到7.9 MPa,软化系数为0.66,结解周期后强度降低仅为6.3%.
结论:
- 氧硫酸盐水泥 (MOS) 显著改善了性质,提高了其适用于建筑的适用性.
- 形成特定的水合制品是观察到的强度和耐久性改善的关键.
- 作为土壤稳定应用的更环保的替代方案,MOS显示出相当大的希望.
更多相关视频
相关概念视频
Soundness of Cement
156
The soundness of cement refers to the ability of cement paste to retain its volume after setting. Unsound cement can lead to expansion and structural damage due to the presence of free lime, magnesia, and calcium sulfate. Free lime hydrates very slowly, expanding and causing unsoundness, which is difficult to detect because it intercrystallizes with other compounds. Magnesia also reacts with water, forming crystals that can disrupt the cement's structure. Calcium sulfate can create...
156
Hydration of Cement
208
Hydration of cement is a chemical reaction between cement particles and water. This process occurs primarily through two mechanisms: through-solution and topochemical. In the through-solution process, anhydrous compounds dissolve into their constituents, hydrates form in the solution, and then precipitate from the supersaturated solution. The topochemical process involves solid-state reactions at the cement particle surface. The through-solution process dominates the topochemical process at the...
208
Curing Methods
73
Concrete members with a small surface-to-volume ratio are cured by oiling and moistening the forms before casting the concrete member. These forms can be left in place for a prolonged period to prevent moisture loss, and can be wetted if made of a material suitable for wetting. If the forms are removed early, the concrete member is moistened and covered with polythene sheets to maintain moisture. For large horizontal concrete surfaces exposed to dry weather, a temporary covering is suspended...
73
Effect of Sea Water on Concrete
206
Concrete exposed to seawater can undergo degradation like the dissolution of ettringite and gypsum, increasing the material's porosity and decreasing its strength. In contrast, the crystallization of salts within the concrete's pores can cause expansion, particularly above the waterline where evaporation occurs. Nonetheless, this expansion only happens when seawater, enabled by the concrete's permeability, manages to infiltrate the structure.
Concrete in areas between tide marks,...
Concrete in areas between tide marks,...
206
Alkali Aggregate Reaction in Concrete
92
The alkali-aggregate reaction in concrete involves natural siliceous minerals in aggregates reacting with alkaline hydroxides derived from cement alkalis. This reaction forms an alkali-silica gel that absorbs water, swells, and increases in volume, which is confined by the surrounding cement paste, creating internal pressures that crack and disrupt the concrete. The extent of expansion and damage can be partly attributed to the alkali-silica reaction's osmotic hydraulic pressure and the...
92
Pozzolans
107
Pozzolans are siliceous or aluminous materials blended with Portland cement. They interact with the calcium hydroxide produced during the hydration of Portland cement and contribute to improved strength and durability of concrete. The pozzolanic activity, a measure of a pozzolan's effectiveness, is typically assessed using the strength activity index, as defined in ASTM C 618-93, which calculates the ratio of the compressive strength of cement mixtures with and without pozzolan.
Fly ash is...
Fly ash is...
107


