在化学溶液侵蚀下填充基石膏水泥糊的浸出毒性和变形失效特性
Yufei Li1, Nan Yao2, Yicheng Ye1,3
1School of Resource and Environmental Engineering, Wuhan University of Science and Technology, Wuhan, 430081, Hubei, China.
概括
以基石膏为基础的水泥回填充 (PCPB) 构成环境风险,出高水平的和化物. 它的结构完整性受到不同地下水酸度和度的影响.
科学领域:
- 地质技术工程 地质技术工程
- 环境科学 环境科学
- 材料科学 材料科学 材料科学
背景情况:
- 以基石膏为基础的水泥回填充 (PCPB) 在矿山中使用,但其在各种地下水条件下的环境和安全风险尚未完全理解.
- 地下水的酸度和度可以显著影响PCPB的稳定性和漏特性.
研究的目的:
- 在不同的化学溶液条件下研究PCPB的环境风险和变形故障特性.
- 建立PCPB的pH值,元素漏和强度降解模型.
主要方法:
- 化学溶液侵蚀试验使用HCl,NaOH和纯水.
- 要素度的确定,单轴压力强度 (UCS) 测试和扫描电子显微镜 (SEM) 分析.
- 发展动力方程和漂水/侵蚀模型.
主要成果:
- 在动态平衡状态下,PCPB表现出较弱的性至性特性.
- 总和化物的化度超过了表面水,地下水和污水的环境标准.
- 在SEM分析中发现,在侵蚀的早期阶段,C-S-H凝和Aft水化产品交织在一起.
结论:
- 由于和化物出水超过监管限值,PCPB带来了重大环境风险.
- 材料的结构完整性受到化学侵蚀的影响,尽管初始水化产品表现出强烈的粘合.
- 这些发现对于涉及PCPB的矿山环境治理和安全管理至关重要.
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