在三轴应力状态下的粗单微裂中接漏特征的实验研究
Minghao Yang1, Shuai Zhang1,2, Mingbin Wang1
1School of Hydraulic and Civil Engineering, Ludong University, Yantai 264025, China.
Materials (Basel, Switzerland)
|August 28, 2025
概括
通过控制水-水泥比率来优化岩石微裂中的超细水泥接,以实现接性能和裂粗度的成功阻塞. 这项研究指导工程师在挑战性矿山条件下.
科学领域:
- 地质工程
- 材料科学
- 采矿工程
背景情况:
- 煤炭深度开采面临着高地面压力和岩石微裂中的地下水的挑战.
- 现有的密封技术与复杂的地质条件作斗争.
研究的目的:
- 在岩石微裂中研究超细水泥接.
- 分析泥的特性和接模拟以获得最佳性能.
- 了解粗和压力对流和裂变形的影响.
主要方法:
- 在各种水/水泥 (W/C) 比率上对超细水泥性能进行系统分析.
- 制造可控制粗度和孔径的微裂 (0.2毫米).
- 使用纤维布拉格格 (FBG) 传感器进行三轴应力透实验,用于应力监测.
主要成果:
- 随着W/C比率的提高,泥粘度降低,出血增加;W/C=1.6显示不稳定的粘合物 (7.8%出血).
- 由于颗粒沉积,裂粗度的增加降低了接成功率.
- 粘土流速随着粗而降低,但随着粘土压力而增加;粗会放大应变.
结论:
- 水-水泥比率是接性能的关键,而表面粗性则决定了接效率.
- 这些发现为微裂中的防水提供了理论指导.
- 优化W/C比率和了解粗度效应对于深矿中有效的微裂纹接至关重要.
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