混凝土岩石复合材料中的酸溶解诱导损伤机制:实验和粒子流模拟
Haiyang Chen1, Bin Du1, Mingxuan Shen1
1College of Civil Engineering, Guizhou University, Guiyang 550025, China.
ACS omega
|January 19, 2026
概括
酸性环境通过增加孔隙性和降低强度来降低混凝土岩石复合材料 (CRC). 硫酸会造成化学和机械损伤,裂开始于混凝土岩石接口,影响基础设施的耐用性.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 地质技术工程 地质技术工程
背景情况:
- 石地区的混凝土岩石复合物 (CRC) 容易发生酸性溶解.
- 耐久性挑战源于硫酸暴露,影响基础设施完整性.
研究的目的:
- 在不同硫酸度 (pH 3,5,7) 下研究CRC的损伤机制.
- 量化化学和机械降解对CRC性能的影响.
- 分析混凝土-岩石界面上的裂启动和传播.
主要方法:
- 综合实验室实验模拟酸暴露.
- 用于机械分析的接口增强离散元件建模 (PFC2D).
- 化学分析H+矿物反应和物理性质测试.
主要成果:
- 硫酸增加了14%的孔隙性 (pH3) 和降低了28.5%的压力强度.
- 弹性模块在较低的pH值下显著下降 (24.2%在pH5,41.6%在pH3).
- 故障模式从混凝土主导转变为协同混凝土岩石故障在pH≤5时,裂始于接口.
结论:
- 在酸性环境中为CRC建立了定量腐蚀-降解关系.
- 证明了依赖pH值的机械恶化和裂传播.
- 提供了关键的指导,以提高道和桥梁在酸性岩石地区的耐用性.
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